CORNELL UNIVERSITY LIBRARY ENGINEERING -nell University Library The science of mechanics; a c";"'" ' ^"'' 3 1924 004 010 504 DATE DUE worV?^ ^ ^r rfi^ fciirr? 11*7 inn7 PRINTED IN U S A The original of tliis bool< is in tlie Cornell University Library. There are no known copyright restrictions in the United States on the use of the text. http://www.archive.org/details/cu31924004010504 THE SCIENCE OF MECHANICS WORKS BY ERNST MACH. Contributions to the Analysis Of the Sensations. Translated by C. M. Williams. With Notes and New Additions by the Author. Pages xi -)- 208. 37 Cuts. Price, Cloth, $1.25 net (6s. 6d.). Popular Scientific Lectures. Translated by T. J. McCormack. Third Revised and Enlarged Edi- tion. 411 pages. 59 Cuts. Price, Cloth, $1.50 net (7s. 6d.). The Science of Mechanics. Translated by T. J. McCormack. Second Revised and Enlarged Edition, 259 Cuts and Illustrations. Pages, 605 -|- XX. Price, Cloth, $2.00 net {9s. 6d.). THE SCIENCE OF MECHANICS A CRITICAL AND HISTORICAL ACCOUNT OF ITS DEVELOPMENT DR. ERNST MACH PROFESSOR OF THE HISTORY AND THEORY OF INDUCTIVE SCIENCE IN THE UNIVERSITY OF VIENNA TRANSLATED FROM THE GERMAN BY THOMAS J. McCORMACK SECOND REVISED AND ENLARGED EDITION WITH 259 CUTS AND ILLUSTRATIONS CHICAGO THE OPEN COURT PUBLISHING COMPANY LONDON Kegan Paul, Trench, Trubner & Co., Ltd. ig02 Copyright, 1893 BY The Open Court Publishing Co. Chicago All Rights Reserved TRANSLATOR'S PREFACE TO THE SECOND ENGLISH EDITION. Since the appearance of the first edition of the present translation of Mach's Mechanics,'* the views which Professor Mach has advanced on the philoso- phy of science have found wide and steadily increas- ing acceptance. Many fruitful and elucidative con- troversies have sprung from his discussions of the historical, logical, and psychological foundations of physical science, and in consideration of the great ideal success which his works have latterly met with in Continental Europe, the time seems ripe for a still wider dissemination of his views in English-speaking countries. The study of the history and theory of science is finding fuller and fuller recognition in our universities, and it is to be hoped that the present ex- emplary treatment of the simplest and most typical branch of physics will stimulate further progress in this direction. The text of the present edition, which contains the extensive additions made by the author to the * Die Mechanik in ihrer Entvjickelung historisch-kritisch dargestellt , Von Dr. Ernst Mach, Professor an der Universitat zu Wien. Mit 257 Abbildungen. First German edition, 1883. Fourth German edition, 1901. First edition of the English translation, Chicago, The Open Court Publishing Co., 1893. vi TRANS LA TOR' S PRE FA CE. latest German editions, has been thoroughly revised by the translator. All errors, either of substance or typography, so far as they have come to the trans- lator's notice, have been removed, and in many cases the phraseology has been altered. The sub-title of the work has, in compliance with certain criticisms, also been changed, to accord more with the wording of the original title and to bring out the idea that the work treats of the principles of mechanics predomi- nantly under the aspect of their development {Entwicke- lung). To avoid cqnfusion in the matter of references, the main title stands as in the first edition. The author's additions, which are considerable, have been relegated to the Appendix. This course has been deemed preferable to that of incorporating them in the text, first, because the numerous refer- ences in other works to the pages of the first edition thus hold good for the present edition also, Snd sec- ondly, because with few exceptions the additions are either supplementary in character, or in answer to criticisms. A list of the subjects treated in these ad- ditions is given in the Table of Contents, under the heading "Appendix" on page xix. Special reference, however, must be made to the additions referring to Hertz's Mechanics (pp. 548-555), and to the history of the development of Professor Mach's own philosophical and scientific views, notably to his criticisms of the concepts of mass, inertia, ab- solute motion, etc., on pp. 542-547, 555-574, and 579 TRANSLA TOR' S PRE FA CE. vii ^583- The remarks here made will be found highly elucidative, -while the references given to the rich lit- erature dealing with the history and philosophy of science will also be found helpful. As for the rest, the text of the present edition of the translation is the same as that of the first. It has had the sanction of the author and the advantage of revision by Mr. C. S. Peirce, well known for his studies both of analytical mechanics and of the his- tory and logic of physics. Mr. Peirce read the proofs of the first edition and rewrote Sec. 8 in the chapter on Units and Measures, where the original was in- applicable to the system commonly taught in this country. Thomas J. McCormack. La Salle, III., February, 1902. AUTHOR'S PREFACE TO THE TRANS- LATION. Having read the proofs of the present translation of my work, Die Mechanik in ihrer Entwickelung, I can testify that the publishers have supplied an excellent, accurate, and faithful rendering of it, as their previous translations of essays of mine gave me every reason to expect. My thanks are due to all concerned, and especially to Mr. McCormack, whose intelligent care in the conduct of the translation has led to the dis- covery of many errors, heretofore overlooked. I may, thus, confidently hope, that the rise and growth of the ideas of the great inquirers, which it was my task to portray, will appear to my new public in distinct and sharp outlines. E. Mach. Prague, April 8th, 1893. PREFACE TO THE FIRST EDITION. The present volume is not a treatise upon the ap- plication of the principles of mechanics. Its aim is to clear up ideas, expose the real significance of the matter, and get rid of metaphysical obscurities. The little mathematics it contains is merely secondary to this purpose. Mechanics will here be treated, not as a branch of mathematics, but as one of the physical sciences. If the reader's interest is in that side of the subject, if he is curious to know how the principles of mechanics have been ascertained, from what sources they take their origin, and how far they can be regarded as permanent acquisitions, he will find, I hope, in these pages some enlightenment. All this, the positive and physical essence of mechanics, which makes its chief and highest interest for a student of nature, is in ex- isting treatises completely buried and concealed be- neath a mass of technical considerations. The gist and kernel of mechanical ideas has in al- most every case grown up in the investigation of very simple and special cases of mechanical processes ; and the analysis of the history of the discussions concern- X PREFACE TO THE FIRST EDITION. ing these cases must ever remain the method at once the most effective and the most natural for laying this gist and kernel bare. Indeed, it is not too much to say that it is the only way in which a real comprehen- sion of the general upshot of mechanics is to be at- tained. I have framed my exposition of the subject agree- ably to these views. It is perhaps a little long, but, on the other hand, I trust that it is clear. I have not in every case been able to avoid the use of the abbrevi- ated and precise terminology of mathematics. To do so would have been to sacrifice matter to form ; for the language of everyday life has not yet grown to be suf- ficiently accurate for the purposes of so exact a science as mechanics. The elucidations which I here offer are, in part, substantially contained in my treatise. Die Geschichte und die Wurzel des Satzes von der Erhaltung der Arbeit (Prague, Calve, 1872). At a later date nearly the same views were expressed by Kirchhoff {Vorlesungen tiber mathematische Physik: Mechanik, Leipsic, 1874) and by Helmholtz (Z>zV Thatsachen in der Wahrnehmung, Berlin, 1879), and have since become commonplace enough. Still the matter, as I conceive it, does not seem to have been exhausted, and I cannot deem my exposition to be at all superfluous. In my fundamental conception of the nature of sci- ence as Economy of Thought, — a view which I in- dicated both in the treatise above cited and in my PREFACE TO THE FIRST EDITION. xi pamphlet, Die Gestalten der Flussigkeit (Prag-ue, Calve, 1872), and which I somewhat more extensively devel- oped in my academical memorial address, Die okono- mische Natur der physikalischen Forschung (Vienna, Ce- roid, 1882, — I no longer stand alone. I have been much gratified to find closely allied ideas developed, in an original manner, by Dr. R. Avenarius {Philoso- phic als Denken der Welt, gemass dem Princip des klein- sten Kraftmaasses, Leipsic, Fues, 1876). Regard for the true endeavor of philosophy, that of guiding into one common stream the many rills of knowledge, will not be found wanting in my work, although it takes a determined stand against the encroachments of meta- physical methods. The questions here dealt with have occupied me since my earliest youth, when my interest for them was powerfully stimulated by the beautiful introductions of Lagrange to the chapters of his Analytic Mechanics, as well as by the lucid and lively tract of Jolly, Principien der Mechanik (Stuttgart, 1852). If Duehring's esti- mable work, Kritische Geschichte der Principien der Me- chanik (Berlin, 1873), did not particularly influence me, it was that at the time of its appearance, my ideas had been not only substantially worked out, but actually published. Nevertheless, the reader will, at least on the destructive side, find many points of agreement between Diihring's criticisms and those here expressed. The new apparatus for the illustration of the sub- ject, here figured and described, were designed entirely xii PREFACE TO THE FIRST EDITION. by me and constructed by Mr. F. Hajek, the mechani- cian of the physical institute under my control. In less immediate connection with the text stand the fac-simile reproductions of old originals in my pos- session. The quaint and naive traits of the great in- quirers, which find in them their expression, have al- ways exerted upon me a refreshing influence in my studies, and I have desired that my readers should share this pleasure with me. E. Mach. Prague, May, 1883. PREFACE TO THE SECOND EDITION. In consequence of the kind reception which this book has met with, a very large edition has been ex- hausted in less than five years. This circumstance and the treatises that have since then appeared of E. Wohl- will, H. Streintz, L. Lange, J. Epstein, F. A. Miiller, J. Popper, G. Helm, M. Planck, F. Poske, and others are evidence of the gratifying fact that at the present day questions relating to the theory of cognition are pursued with interest, which twenty years ago scarcely anybody noticed. As a thoroughgoing revision of my work did not yet seem to me to be expedient, I have restricted my- self, so far as the text is concerned, to the correction of typographical errors, and have referred to the works that have appeared since its original publication, as far as possible, in a few appendices. E. Mach. Prague, June, 1888. PREFACE TO THE THIRD EDITION. That the interest in the foundations of mechanics is still unimpaired, is shown by the works published since 1889 by Budde, P. and J. Friedlander, H. Hertz, P. Johannesson, K. Lasswitz, MacGregor, K. Pearson, J. Petzoldt, Rosenberger, E. Strauss, Vicaire, P. Volkmann, E. Wohlwill, and others, many of which are deserving of consideration, even though briefly. In Prof. Karl Pearson (^Grammar of Science, Lon- don, 1892), I have become. acquainted with an inquirer with whose epistemological views I am in accord at nearly all essential points, and who has always taken a frank and courageous stand against all pseudo- scientific tendencies in science. Mechanics appears at present to be entering on a new relationship to physics, as is noticeable particularly in the publica- tion of H. Hertz. The nascent transformation in our conception of forces acting at a distance will perhaps be influenced also by the interesting investigations of H. Seeliger ("Ueber das Newton'sche Gravitations- gesetz," Sitzungsbericht der Munchener Akademie, 1896), who has shown the incompatibility of a rigorous inter- pretation of Newton's law with the assumption of an unlimited mass of the universe. Vienna, January, 1897. E. Mach. PREFACE TO THE FOURTH EDITION. The number of the friends of this work appears to have increased in the course of seventeen years, and the partial consideration which my expositions have received in the wri-tings of Boltzmann, Foppl, Hertz, Love, Maggi, Pearson, and Slate, have awakened in me the hope that my work shall not have been in vain. Especial gratification has been afforded me by finding in J. B. Stallo {The Concepts of Modern Physics) another staunch ally in my attitude toward mechanics, and in W. K. Clifford {Lectures and Essays and The Common Sense of the Exact Sciences'), a thinker of kin- dred aims and points of view. New books and criticisms touching on my discus- sions have received attention in special additions, which in some instances have assumed considerable proportions. Of these strictures, O. Holder's note on my criticism of the Archimedean deduction {Denken und Anschauung in der Geometric, p. 63, note 62) has been of special value, inasmuch as it afforded me the opportunity of establishing my view on still firmer foundations (see pages 512-517). I do not at all dis- pute that rigorous demonstrations are as possible in mechanics as in mathematics. But with respect to XV i PREFACE TO THE FOURTH EDITION. the Archimedean and certain other deductions, I am still of the opinion that my position is the correct one. Other slight corrections in my work may have been made necessary by detailed historical research, but upon the whole I am of the opinion that I have correctly portrayed the picture of the transformations through which mechanics has passed, and presumably will pass. The original text, from which the later in- sertions are quite distinct, could therefore remain as it first stood in the first edition. I also desire that no changes shall be made in it even if after my death a new edition should become necessary. E. Mach. Vienna, January, igoi. V viii ix . xiii xiv XV TABLE OF CONTENTS. Translator's Preface to the Second Edition Author's Preface to the Translation Preface to the First Edition Preface to the Second Edition . Preface to the Third Edition Preface to the Fourth Edition Table of Contents ... . . xvii Introduction . i CHAPTER I. THE DEVELOPMENT OF THE PRINCIPLES OF STATICS. I. The Principle of the Lever ... g II. The Principle of the Inclined Plane . . -24 III. The Principle of the Composition of Forces . . -^3 IV. The Principle of Virtual Velocities . 49 V. Retrospect of the Development of Statics . . 77 VI. The Principles of Statics in Their Application to Fluids 86 yil. The Principles of Statics in Their Applicalicn to Gas- eous Bodies . ... . . . . no CHAPTER II. THE DEVELOPMENT OF THE PRINCIPLES OF DYNAMICS. I. Galileo's Achievements .... 128 II. The Achievements of Huygens . 155 III. The Achievements of Newton .... 187 IV. Discussion and Illustration of the Principle of Reaction 201 V. Criticism of the Principle of Reaction and of Ihe Con- cept of Mass .... 2i6 VI. Newton's Views of Time, Space, and Moticn 222 xviii THE SCIENCE OF MECHANICS. PAGE VII. Synoptical Critique of the Newtonian Enunciations 238 VIII. Retrospect of the Development of Dynamics • 245 CHAPTER III. THE EXTENDED APPLICATION OF THE PRINCIPLES OF MECHANICS AND THE DEDUCTIVE DEVELOP- MENT OF THE SCIENCE. I, Scope of the Newtonian Principles . . ... 256 II, The Formulae and Units of Mechanics . . ... 269 III. The Laws of the Conservation of Momentum, of the Conservation of the Centre of Gravity, and of the Conservation of Areas . . . 287 IV. The Laws of Impact ... 305 V. D'Alembert's Principle ... 33i VI. The Principle of Vis Viva . . 343 VII. The Principle of Least Constraint 350 VIII. The Principle of Least Action ... 364 IX. Hamilton's Principle . ... . 380 X. Some Applications of the Principles of Mechanics to Hydrostatic and Hydrodynamic Questions . 384 CHAPTER IV. THE FORMAL DEVELOPMENT OF MECHANICS. I. The Isoperimetrical Problems . . . 421 II. Theological, Animistic, and Mystical Points of View in Mechanics 446 III. Analytical Mechanics . . . 465 IV. The Economy of Science .... 481 CHAPTER V. THE RELATION OF MECHANICS TO OTHER DEPART- MENTS OF KNOWLEDGE. I. The Relations of Mechanics to Physics . . . 495 II. The Relations of Mechanics to Physiology 504 TABLE OF CONTENTS. xix PAGE Appendix . . ... 509 I. The Science of Antiquity, 509. — II. Mechanical Researches of the Greeks, 510. — III.. and IV. The Archimedean Deduction of the Law of the Lever, 512, 514.— V. Mode of Procedure of Stevinus, 515. — ^VI. Ancient Notions of the Nature of the Air, 517.— VII. Galileo's Predecessors, 520.— VIII, Galileo on Falling Bodies, 522.— IX, Gali- leo on the Law of Inertia, 523. — X. Galileo on the Motion of Projec- tiles, 525. — XI. Deduction of the Expression for Centrifugal Force {Hamilton's Hodograph), 527. — XII. Descartes and Huygens on Gravitation, 528.— XIII. Physical Achievements of Huygens, 530.— XlV. Newton's Predecessors, 531. — XV. The Explanations of Gravi- tation, 533 —XVI. Mass and Quantity of Matter, 536.— XVII. Gali- leo on Tides, 537. — XVIII. Mach's Definition of Mass, 539. — XIX. Mach on Physiological Time, 541.— XX. Recent Discussions of the Law of Inertia and Absolute Motion, 542. — XXI. Hertz's System of Mechanics, 548. — XXII. History of Mach's Views of Physical Sci- ence [Mass, Inertia, etc.), 555. — XXIII. Descartes's Achievements in Physics, 574. — XXIV. Minimum Principles, 575. — XXV. Grass- mann's Mechanics, 577.— XXVI. Concept of Cause, 579.— XXVII. Mach's Theory of the Economy of Thought, 579.— XXVIII. Descrip- tion of Phenomena by Differential Equations, 583.— XXIX. Mayer and the Mechanical Theory of Heat, 584.— XXX. Principle of En- ergy, 585. Chronological Table of a Few Eminent Inquirers and of Their More Important Mechanical Works . . . . 589 Index 593 THE SCIENCE OF MECHANICS INTRODUCTION. I. That branch of physics which is at once the old- The science est and the simplest and which is therefore treated ics. as introductory to other departments of this science, is concerned with the motions and equilibrium of masses. It bears the name of mechanics. , 2. The history of the development of mechanics, is quite indispensable to a full comprehension of the science in its present condition. It also affords a sim- ple and instructive example of the processes by which natural science generally is developed. An instinctive, irreflective knowledge of the processes instinctive of nature will doubtless always precede the scientific, conscious apprehension, or investigation, of phenom- ena. The former is the outcome of the relation in which the processes of nature stand to the satisfac- tion of our wants. The acquisition of the most ele- mentary truth does not devolve upon the individual alone : it is pre-effected in the development of the race. In point of fact, it is necessary to make a dis- Meciianicai ,,,.,. 1 • 1 • J 1 experiences tmction between mechanical experience and mechan- ical science, in the sense in which the latter term is at present employed. Mechanical experiences are, un- questionably, very old. If we carefully examine the ancient Egyptian and Assyrian monuments, we shall find there pictorial representations of many kinds of THE SCIENCE OF MECHANICS. The me- implements and mechanical contrivances ; but ac- cnanical jsnowiedge counts of the scientific knowledge of these peoples of antiquity . . . ^ ^ are either totally lacking, or point conclusively to a very inferior grade of attainment. By the side of highly ingenious ap- pliances, we behold the crudest and rough- est expedients em- ployed — as the use of sleds, for instance, for the transportation of enormous blocks of stone. All bears an instinctive, unperfec- ted, accidental char- acter. So, too, prehistoric graves contain imple- ments whose construc- tion and employment imply no little skill and much mechanical experience. Thus,long before theory . was dreamed of, imple- ments, machines, me- chanical experien- ces, and mechanical knowledge were abun- dant. 3. The idea often suggests itself that perhaps the incom- plete accounts we pos- INTRODUCTION. 3 sess have led us to underrate the science of the ancient world. Passages occur in ancient authors which seem to indicate a profounder knowledge than we are wont to ascribe to those nations. Take, for instance, the following passage from Vitruvius, De Architectura, Lib. V, Cap. Ill, 6 : " The voice is a flowing breath, made sensible to a passage "the organ of hearing by the movements it produces v^iu™ ^'"^" "in the air. It is propagated in infinite numbers of "circular zones- exactly as when a stone is thrown "into a pool of standing water countless circular un- "dulations are generated therein, which, increasing "as they recede from the centre, spread out over a "great distance, unless the narrowness of the locality "or some obstacle prevent their reaching their ter- "mination ; for the first line of waves, when impeded ' ' by obstructions, throw by their backward swell the "succeeding circular lines of waves into confusion. " Conformably to the very same law, the voice also " generates circular motions ; but with this distinction, "that in water the circles, remaining upon the surface, "are propagated horizontally only, while the voice is "propagated both horizontally and vertically." Does not this sound like the imperfect exposition Controvert- of a popular author, drawn from more accurate disqui- evidence, sitions now lost? In what a strange light should we ourselves appear, centuries hence, if our popular lit- erature, which by reason of its quantity is less easily destructible, should alone outlive the productions of science ? This too favorable view, however, is very rudely shaken by the multitude of other passages con- taining such crude and patent errors as cannot be con- ceived to exist in any high stage of scientific culture. (See Appendix, I., p. 509.) of science. 4 THE SCIENCE OF MECHANICS. The origin 4. When, where, and in what manner the develop- ' ment of science actually began, is at this day difficult historically to determine. It appears reasonable to assume, however, that the instinctive gathering of ex- periential facts preceded the scientific classification of them. Traces of this process may still be detected in the science of to-day; indeed, they are to be met with, now and then, in ourselves. The experiments that man heedlessly and instinctively makes in his strug- gles to satisfy his wants, are just as thoughtlessly and unconsciously applied. Here, for instance, belong the primitive experiments concerning the application of the lever in all its manifold forms. But the things that are thus unthinkingly and instinctively discovered, can never appear as peculiar, can never strike us as • surprising, and as a rule therefore will never supply an impetus to further thought. Thefunc- The transition from this stage to the classified, d™^°iasses Scientific knowledge and apprehension of facts, first be- leiop^ment comes possible on the rise of special classes and pro- of science, fgggj^jjg ^jjQ make the satisfaction of definite social wants their lifelong vocation. A class of this sort oc- cupies itself with particular kinds of natural processes. The individuals of the class change ; old members drop out, and new ones come in. Thus arises a need of imparting to those who are newly come in, the stock of experience and knowledge already possessed ; a need of acquainting them with the conditions of the The com- attainment of a definite end so that the result may be of knowi- determined beforehand. The communication of knowl- edge is thus the first occasion that compels distinct re- flection, as everybody can still observe in himself. Further, that which the old members of a guild me- chanically pursue, strikes a new member as unusual introduction: 5 and strange, and thus an impulse is given to fresh re- flection and investigation. When we wish to bring to the knowledge of a per- involves , r ■. description. son any phenomena or processes oi nature, we have the choice of two methods : we may allow the person to observe matters for himself, when instruction comes to an end ; or, we may describe to him the phenomena in some way, so as to save him the trouble of per- sonally making anew each experiment. Description, however, is only possible of events that constantly re- cur, or of events that are made up of component parts that constantly recur. That only can be de- scribed, and conceptually represented which is uniform and conformable to law ; for description presupposes the employment of names by which to designate its elements ; and names can acquire meanings only when applied to elements that constantly reappear. ■5. In the infinite variety of nature many ordinary a unitary "^ ■'■'■' conception events occur; while others appear uncommon, per- of nature, plexing, astonishing, or even contradictory to the or- dinary run of things. As long as this is the case we do not possess a well-settled and unitary conception of nature. Thence is imposed the task of everywhere seeking out in the natural phenomena those elements that are the same, and that amid all multiplicity are ever present. By this means, on the one hand, the most economical and briefest description and com- munication are rendered possible ; and on the other. The nature when once a person has acquired the skill of recog-edge. nising these permanent elements throughout the great- est range and variety of phenomena, of seeing them in the same, this ability leads to a comprehensive, compact, consistent, and facile conception of the facts. When once we have reached the point where we are everywhere 6 THE SCIENCE OF MECHANICS. The adap- able to detect the same few simple elements, combin- thoughts to ing in the ordinary manner, then they appear to us as things that are familiar ; we are no longer surprised, there is nothing new or strange to us in the phenom- ena, we feel at home with them, they no longer per- plex us, they are explained. It is a process of adaptation of thoughts to facts with which we are here concerned. The econ- 6. Economy of communication and of apprehen- th^ught. sion is of the very essence of science. Herein lies its pacificatory, its enlightening, its refining element. Herein, too, we possess an unerring guide to the his- torical origin of science. In the beginning, all economy had in immediate view the satisfaction simply of bodily wants. With the artisan, and still more so with the investigator, the concisest and simplest possible knowl- edge of a given province of natural phenomena — a knowledge that is attained with the least intellectual expenditure — naturally becomes in itself an econom- ical aim ; but though it was at first a means to an end, when the mental motives connected therewith are once developed and demand their satisfaction, all thought of its original purpose, the personal need, disappears. Further de- To find, then, what remains unaltered in the phe- ofth^™e^° nomena of nature, to discover the elements thereof and the mode of their interconnection and interdepend- ence — this is the business of physical science. It en- deavors, by comprehensive and thorough description, to make the waiting for new experiences unnecessary ; it seeks to save us the trouble of experimentation, by making use, for example, of the known interdepend- ence of phenomena, according to which, if one kind of event occurs, we may be sure beforehand that a certain other event will occur. Even in the description itself labor may be saved, by discovering methods of de- IXTRODUCTIOX. 7 scribing the greatest possible number of different ob- Their pres- 1-1 - « 1. 1 • -11 en'discus- jects at once and m the concisest manner. All this will sion merely preparatory be made clearer by the examination of points of detail than can be done by a general discussion. It is fitting, however, to prepare the way, at this stage, for the most important points of outlook which in the course of our work we shall have occasion to occupy. 7. We now propose to enter more minutely into the proposed subject of our inquiries, and, at the same time, without fr^tmem. making the history of mechanics the chief topic of discussion, to consider its historical development so far as this is requisite to an understanding of the pres- ent state of mechanical science, and so far as it does not conflict with the unity of treatment of our main subject. Apart from the consideration that we cannot afford to neglect the great incentives that it is in our power to derive from the foremost intellects of all The incen- epochs, incentives which taken as a whole are more rfved from . . , _ contact fruitful than the greatest men of the present day are with the . , , , , great intel- able to offer, there is no grander, no more intellectually lects of the world. elevating spectacle than that of the utterances of the fundamental investigators in their gigantic power. Possessed as j-et of no methods, for these were first created by their labors, and are only rendered compre- hensible to us b}' their performances, they grapple with and subjugate the object of their inquiry, and imprint upon it the forms of conceptual thought. They that know the entire course of the development of science, will, as a matter of course, judge more freely and And the in- . crease of more correctly of the significance of an\- present scien- power . " . . which such tific movement than the}', who limited in their views a contact lends. to the age in which their own lives have been spent, contemplate merely the momentary trend that the course of intellectual events takes at the present moment. CHAPTER I. THE DEVELOPMENT OF THE PRINCIPLES OF STATICS. 1. THE PRINCIPLE OF THE LEVER. The earliest I. The earliest investigations concerning mechan- researches ics of which we have any account, the investigations statics. of the ancient Greeks, related to statics, or to the doc- trine of equilibrium. Likewise, when after the taking of Constantinople by the Turks in 1453 a fresh impulse was imparted to the thought of the Occident by the an- cient writings that the fugitive Greeks brought with them, it was investigations in statics, principally evoked by the works of Archimedes, that occupied the fore- most investigators of the period. (See p. 510.) Archimedes 2. Archimedes of Syracuse (287-212 B. C.) left (287-212 B. behind him a number of writings, of which several have come down to us in complete form. We will first employ ourselves a moment with his treatise De ^quiponderantibus, which contains propositions re- specting the lever and the centre of gravity. In this treatise Archimedes starts from the follow- ing assumptions, which he regards as self-evident : Axiomatic a. Magnitudes of equal weight acting at equal assump- . '.J o n tions of Ar- distances (from their point of support") are in eaui- chimedes. jt jr y -1 librium. THE PRINCIPLES OF STATICS. g b. Magnitudes of equal weight acting at une- Axiomatic qual distances (from their point of support) are tionTof Ar- not in equilibrium, but the one acting at the^ ™^ °^' greater distance sinks. From these assumptions he deduces the following proposition : c. Commensurable magnitudes are in equilib- rium when they are inversely proportional to their distances (from the point of support). It would seem as if analysis could hardly go be- hind these assumptions. This is, however, when we carefully look into the matter, not the case. Imagine (Fig. 2) a bar, the weight of which is neglected. The bar rests on a fulcrum. At equal dis- tances from the fulcrum we ap- pend two equal weights. That 1 jr ■ the two weights, thus circum- A-, X-. stanced, are in equilibrium, is ^ — ' — ' Fig. -i. the assumption from which Archi- medes starts. We might suppose that this was self- Analysis of evident entirely apart from any experience, agreeably to mldean as- the so-called principle of sufficient reason ; that in view ^°™p"°°^- of the symmetry of the entire arrangement there is no reason why rotation should occur in the one direction rather than in the other. But we forget, in this, that a great multitude of negative and positive experiences is implicitly contained in our assumption ; the negative, for instance, that dissimilar colors of the lever-arms, the position of the spectator, an occurrence in the vi- cinity, and the like, exercise no influence ; the positive, on the other hand, (as it appears in the second as- sumption,) that not only the weights but also their dis- tances from the supporting point are decisive factors in the disturbance of equilibrium, that they also are cir- 10 THE SCIENCE OF MECHANICS. cumstances determinative of motion. By the aid of these experiences we do indeed perceive that rest (no motion) is the only motion which can be uniquely* de- termined, or defined, by the determinative conditions of the case.f Character Now we are entitled to regard our knowledge of and value of,,., ,.. ^ i rr • the Archi- the decisive conditions of any phenomenon as suiticient me^MQ re ^^^^ .^ ^^^ event that such conditions determine the phenomenon precisely and uniquely. Assuming the fact of experience referred to, that the weights and their distances alone are decisive, the first proposition of Archimedes really possesses a high degree of evi- dence and is eminently qualified to be made the foun- dation of further investigations. If the spectator place himself in the plane of symmetry of the arrangement in question, the first proposition manifests itself, more- over, as a highly imperative instinctive perception, — a result determined by the symmetry of our own body. The pursuit of propositions of this character iSj fur- thermore, an excellent means of accustoming ourselves in thought to the precision that nature reveals in her processes. Thegenerai 3. We wiU now reproduce in general outlines the of the lever train of thought by which Archimedes endeavors to re- the simple duce the general proposition of the lever to the par- uiarcase. ticular and apparently self-evident case. The two equal weights i suspended at a and b (Fig. 3) are, if the bar ab be free to rotate about its middle point c, in equilibrium. If the whole be suspended by a cord at c, the cord, leaving out of account the weight of the * So as to leave only a single possibility open. t If, for example, we were to assume that the weight at the right de- scended, then rotation in the opposite direction also would be determined by the spectator, whose person exerts no influence on the phenomenon, taking up his position on the opposite side. THE PRINCIPLES OF STATICS. bar, will have to support the weight 2. The equal The general • 1 - - r 1 1 proposition weights at the extremities of the bar supply accor- of^the lever dingly the place of the double weight at the centre a h ■ 2 a ^ reduced to the simple and partic- ular case. m [i ^ Fig. 3- F'g- 4- On a lever (Fig. 4), the arms of which are in the proportion of i to 2, weights are suspended in the pro- portion of 2 to I. The weight 2 we imagine replaced by two weights i, attached on either side at a distance I from the point of suspension. Now again we have complete symmetry about the point of suspension, and consequently equilibrium. On the lever-arms 3 and 4 (Fig. 5) are suspended the weights 4 and 3. The lever-arm 3 is prolonged the distance 4, the arm 4 is prolonged the distance 3, and the weights 4 and 3 are replaced respectively by TIT Fig. 5 ~\.^ r^T h r^ L_J L-J L.J 4 and 3 pairs of symmetrically attached weights J, in the manner indicated in the figure. Now again we have perfect symmetry. The preceding reasoning, The gener- which we have here developed with specific figures, is easily generalised. 4. It will be of interest to look at the manner in which Archimedes's mode of view, after the precedent of Stevinus, was modified by Galileo. THE SCIENCE OF MECHANICS, Galileo's mode of treatment. ■im 2» Fig. 6. Galileo imagines (Fig. 6) a heavy horizontal prism, homogeneous in material composition, suspended by its extremities from a homogeneous bar of the same length. The bar is provided at its middle point with a suspensory attach- ^„ „ I m n ment. In. this case equi- librium will obtain ; this we perceive at once. But in this case is contained every other case, — which Galileo shows in the following manner. Let us suppose the whole length of the bar or the prism to be i{mA^ ri). Cut the prism in two, in such a manner that one portion shall have the length im and the other the length in. We can effect this without disturbing the equilibrium by previously fastening to the bar by threads, close to the point of proposed section, the inside extremities of the two portions. We may then remove all the threads, if the two portions of the prism be antecedently at- tached to the bar by their centres. Since the whole length of the bar is i{m. -f ri), the length of each half \& m -\- n. The distance of the point of suspension of the right-hand portion of the prism from the point of suspension of the bar is therefore m, and that of the left-hand portion n. The experience that we have here to deal with the weight, and not with the form, of the bodies, is easily made. It is thus manifest, that equilibrium will still subsist if any weight of the mag- nitude ■zm be suspended at the distance n on the one side and any weight of the magnitude in be suspended at the distance in on the other. The instinctive elements of our perception of this phenomenon are even more THE PRINCIPLES OF STATICS. 13 prominently displayed in this form of the deduction than in that of Archimedes. We may discover, moreover, in this beautiful pre- sentation, a remnant of the ponderousness which was particularly characteristic of the investigators of an- tiquity. How a modern physicist conceived the same prob- Lagrange's lem, maybe learned from the following presentation of tion. Lagrange. Lagrange says : Imagine a horizontal ho- mogeneous prism suspended at its centre. Let this prism (Fig. 7) be conceived divided into two prisms of the lengths im and 2«. If now we consider the centres of gravity of these two parts, at which we may imagine weights to act proportional to 2ot and in, the 2n I X I Fig. 7. two centres thus considered will have the distances n and m from the point of support. This concise dis- posal of the problem is only possible to the practised mathematical perception. 5. The object that Archimedes and his successors object of sought to accomplish in the considerations we have here andhissuc- presented, consists in the endeavor to reduce the more complicated case of the lever to the simpler and ap- parently self-evident case, to discern the simpler in the more complicated, or vice versa. In fact, we regard a phenomenon as explained, when we discover in it known simpler phenomena. But surprising as the achievement of Archimedes and his successors may at the first glance appear to us, doubts as to the correctness of it, on further reflec- 14 THE SCIENCE OF MECHANICS. Critique of tion, nevertheless spring up. From the mere assump- oa". "^ ' tion of the equilibrium of equal weights at equal dis- tances is derived the inverse proportionality of weight and lever-arm ! How is that possible ? If we were unable philosophically and a priori to excogitate the simple fact of the dependence of equilibrium on weight and distance, but were obliged to go for that result to experience, in how much less a degree shall we be able, by speculative methods, to discover the form of this dependence, the proportionality ! Thestaticai As a matter of fact, the' assumption that the equi- moment in- . . . . voived in librium- disturbing effect of a weight P at the distance all their de- . . ductions. L from the axis of rotation is measured by the product P.L (the so-called statical moment), is more or less covertly or tacitly introduced by Archimedes and all his successors. For when Archimedes substitutes for a large weight a series of symmetrically arranged pairs of small weights, which weights extend beyond the point of support, he employs in this very act the doctrine of the centre of gravity in its more general form, which ie itself nothing else than the doctrine of the lever in its more general form. (See Appendix, III., p. 512.) Without it Without the assumption above mentioned of the im- demonstra- ^ r ^i j r. -r tion is im- port 01 the product P.L, no one can prove (Fig. 8> that a bar, placed in any way on the ful- crum S, is supported, with the help of a string attached to its possible. a ^J centre of gravity and Fig- 8. . , -'„ carried over a pulley, by a weight equal to its own weight. But this is con- tained in the deductions of Archimedes, Stevinus, Galileo, and also in that of Lagrange. THE PRINCIPLES OF STATICS. 15 6. HuYGENS, indeed, reprehends this method, and gives a different deduction, in which he behaves he has avoided the error. If in the presentation of La- grange we imagine the two portions into which the prism is divided turned ninety degrees about two vertical axes passing through the cen- tres of gravity s,s' of the prism-portions (see Fig. ga), and it be shown that under these circum- stances equilibrium still D continues to subsist, we shall obtain the Huygenian Huygens's criticism. and simplified, it is as follows. Fig. 9. deduction. Abridged In a rigid weightless Fig 9a Fig ga plane (Fig. 9) through the point S we draw a straight line, on which we cut off on the one side the length i i6 THE SCIENCE OF MECHANICS. His own duction. Apparently unimpeach- able. de- and on the other the length 2, at A and B respectively. On the extremities, at right angles to this straight line, we place, with the centres as points of contact, the heavy, thin, homogeneous prisms CD and EF, of the lengths and weights 4 and 2. Drawing the straight line HSG (where AG = \A C) and, parallel to it, the line CF, and translating the prism-portion CG by par- allel displacement to FH, everything about the axis GH is symmetrical and equilibrium obtains. But equihbrium also obtains for the axis AB ; obtains con- sequently for every axis through S, and therefore also for that at right angles to AB : wherewith the new case of the lever is given. Apparently, nothing else is assumed here than that equal weights /,/ (Fig. 10) in the same plane and at equal distances /,/ from an axis AA' (in this plane) equilibrate one another. If we place ourselves in the plane passing through AA' perpendicularly to /,/, say y ,Y, o- M A' Fig, 10. Fig. II. at the point M, and look now towards A and now towards A' , we shall accord to this proposition the same evidentness as to the first Archimedean proposi- tion. The relation of things is, moreover, not altered if we institute with the weights parallel displacements with respect to the axis, as Huygens in fact does. THE PRINCIPLES OF STATICS. 17 The error first arises in the inference : if equilib- Yet invoiv- num obtains tor two axes of the plane, it also obtains final infer- r 1 . . , , , . f . ence an er- lor every other axis passing through the point of inter- ror. section of the first two. This inference (if it is not to be regarded as a purely instinctive one) can be drawn only upon the condition that disturbant effects are as- cribed to the weights proportional to their distances from the axis. But in this is contained the very kernel of the doctrine of the lever and the centre of gravity. Let the heavy points of a plane be referred to a system of rectangular coordinates (Fig. 11). The co- ordinates of the centre of gravity of a system of masses m m m!' . . . having the coordinates x x' x" . . . y y' y" ■ ■ ■ are, as we know, Mathemat- ^ 2mx 2my 'cai discus- ^ =^ , T) =^ — . sion of 2m 2m Huygens's inference. If we turn the system through the angle a, the new co- ordinates of the masses will be x^=^ X cosa — y sina, y^ ^ycosa -{- xs\na and consequently the coordinates of the centre of gravity 2m (x cosa — y sma) 2mx . 2my $ , =^ ^ ^ = cosa ^^ sina ^=; — '■ 2m 2m 2m = S cosa — r) sina and, similarly, ri^ = ri cosa -|- ^ sina. We accordingly obtain the coordinates of the new centre of gravity, by simply transforming the coordi- nates of the first centre to the new axes. The centre of gravity remains therefore the self-same point. If we select the centre of gravity itself as origin, then 2mx^^2my=:Q. On turning the system of axes, this relation continues to subsist. If, accordingly, equi- i8 THE SCIENCE OF MECHANICS. librium obtains for two axes of a plane that are per- pendicular to each other, it also obtains, and obtains then only, for every other axis through their point of intersection. Hence, if equilibrium obtains for any two axes of a plane, it will also obtain for every other axis of the plane that passes through the point of in- tersection of the two. The inter- These conclusions, however, are not deducible if enceadmis- . , . sibie only the coordinates of the centre of gravity are determined on one con- . dition. by some other, more general equation, say ■ _ mfix) + mj{x-) + ot'/Cx") + . . . ■m -\- ni -\- m" -|- . . . The Huygenian mode of inference, therefore, is in- admissible, and contains the very same error that we remarked in the case of Archimedes, seif-decep- Archimedes's self-deception in this his endeavor to chimedes. reduce the complicated case of the lever to the case instinctively grasped, probably consisted in his uncon- scious employment of studies previously made on the centre of gravity by the help of the very proposition he sought Jo prove. It is characteristic, that he will not trust on his own authority, perhaps even on that of others, the easily presented observation of the import of the product P. L, but searches after a further verifi- cation of it. Now as a matter of fact we shall not, at least at this stage of our progress, attain to any comprehension whatever of the lever unless we directly discern in the phenomena the product P.L as the factor decisive of the disturbance of equilibrium. In so far as Archi- medes, in his Grecian mania for demonstration, strives to get around this, his deduction is defective. But re- garding the import of P.L as given, the Archimedean THE PRINCIPLES OF STATICS. 19 deductions still retain considerable value, in so far as Function ot the modes of conception of different cases are supported medean de- the one on the other, in so far as it is shown that one simple case contains all others, in so far as the same mode of conception is established for all cases. Im- agine (Fig. 12) a homogeneous prism, whose axis is AB, supported at its centre C. To give a graphical representation of the sum of the products of the weights and distances, the sum decisive of the disturbance of equilibrium, let us erect upon the elements of the axis, which are proportional to the elements of the weight, the distances as ordinates ; the ordinates to the right Fig. 12. of C (as positive) being drawn upwards, and to the left illustration of C (as negative) downwards. The sum of the areas of the two triangles, A CD + CBE = 0, illustrates here the subsistence of equilibrium. If we divide the prism into two parts at M, we may substitute the rectangle MUWB for MTEB, and the rectangle MVXA for TMCAD, where TP = \TE and TR = ^TD, and the prism-sections MB, MA are to be regarded as placed at right angles to AB by rotation about Q and 5. THE SCIENCE OF MECHANICS. In the direction here indicated the Archimedean view certainly remained a serviceable one even after no one longer entertained any doubt of the significance of the product P.L, and after opinion on this point had been established historically and by abundant verifica- tion. (See Appendix, IV., p. 514.) Treatment 7. The manner in which the laws of the lever, as of the lever ,- , , - . a i • 1 • 1 • • ■ 1 by modern handed down to us from Archimedes m their original simple form, were further generalised and treated by modern physicists, is very interesting and instructive. Leonardo DA Vinci (1452-15 19), the famous painter and investigator, appears to have been the first to rec- ognise the importance of the general notion of the so- Leonardo Da Vinci .1452-1519) Fig. 13. called statical moments. In the manuscripts he has left us, several passages are found from which this clearly appears. He says, for example : We have a bar AD (Fig. 13) free to rotate about A, and suspended from the bar a weight P, and suspended from a string which passes over a pulley a second weight Q. What must be the ratio of the forces that equilibrium may ob- tain? The lever-arm for the weight P is not AD, but the "potential" lever AB. The lever-arm for the weight ^ is not ^Z?, but the "potential" lever AC. The method by which Leonardo arrived at this view is difficult to discover. But it is clear that he recog- THE PRINCIPLES OF STATICS. 21 nised the essential circumstances by which the effect of the weight is determined. Considerations similar to those of Leonardo da Guido Vinci are also found in the writings of Guido Ubaldi. 8. We will now endeavor to obtain some idea of the way in which the notion of statical moment, by which as we know is understood the product of a force into the perpendicular let fall from the axis of rotation upon the line of direction of the force, could have been arrived at, — although the way that really led to this idea is not now fully ascertainable. That equilibrium exists (Fig. 14) if we lay a ^ cord, subjected at both sides to equal tensions, over a pulley, is perceived without difficulty. We shall always find a plane of symmetry for the apparatus — the plane which stands at right angles F's- h- to the plane of the cord and bisects {EE) the angle made by its two parts. The motion that might be supposed a method ... - , ■ , ■ , 1 ■ , bywhich possible cannot in triis case be precisely determined or the notion of the stat- deiined by any rule whatsoever : no motion will there- icaimo- ™ent might fore take place. If we note, now, further, that the mate- have been rial of which the pulley is made is essential only to the extent of determining the form of motion of the points of application of the strings, we shall likewise readily perceive that almost any portion of the pulley may be removed without disturbing the equilibrium of the machine. The rigid radii that lead out to the tan- gential points of the string, are alone essential. We see, thus, that the rigid radii (or the perpendiculars on the linear directions of the strings) play here a part similar to the lever-arms in the lever of Archimedes. THE SCIENCE OF MECHANICS. This notion derived from the considera- tion of a wheel and azle. Let US examine a so-called wheel and axle (Fig. 15) of wheel-radius 2 and axle-radius i, provided re- spectively with the -cord-hung loads i and 2 ; an appa- ratus which corresponds in every respect to the lever of Archimedes. If now we place about the axle, in any manner we may choose, a second cord, which we subject at each side to the tension of a weight 2, the second cord will not disturb the equilibrium. It is plain, however, that we are also permitted to regard Fig. 15. Fig. 16. the two pulls marked in Fig. 16 as being in equilib- rium, by leaving the two others, as mutually destruc- tive, out of account. But we arrive in so doing, dis- missing from consideration all unessential features, at the perception that not only the pulls exerted by the weights but also the perpendiculars let fall from the axis on the lines of the pulls, are conditions deter- minative of motion. The decisive factors are, then, the products of the weights into the respective per- pendiculars let fall from the axis on the directions of the pulls ; in other words, the so-called statical mo- ments. 9. What we have so far considered, is the devel- opment of our knowledge of the principle of the lever, expiain'the Quite independently of this was developed the knowl- chines. edge of the principle of the inclined plane. It is not necessary, however, for the comprehension of the ma- The princi- ple of the lever all- sufficient to THE PRINCIPLES OF STATICS. 23 Fig. 17. chines, to search after a new principle beyond that of the lever ; for the latter is sufficient by itself. Galileo, for example, explains the inclined plane from the lever in the following manner. We have before us (Fig. 17) an inclined plane, on which rests the weight Q, held in equilibrium by the weight P. Gali- leo, now, points out the fact, that it is not requisite that Q should lie directly upon the inclined plane, but that the essential point is rather the form, or character, of the motion of Q. We may, consequently, conceive the weight attached to the bar AC, perpendicular to the inclined plane, and rotatable about C. If then we institute a Galileo's explanation very shght rotation about the point C, the weight will °i 'be in- • ^ clined move in the element of an arc coincident with the in- plane by the lever. chned plane. That the path assumes a curve on the motion being continued is of no consequence here, since this further movement does not in the case of equilibrium take place, and the movement of the in- stant alone is decisive. Reverting, however, to the observation before mentioned of Leonardo da Vinci, we readily perceive the validity of the theorem Q. CB = P.CA or Q/F—CA/CB = ca/cb, and thus reach the law of equilibrium on the inclined plane. Once we have reached the principle of the lever, we may, then, easily apply that principle to the comprehension of the other machines. 24 THE SCIENCE OF MECHANICS. THE PRINCIPLE OF THE INCLINED PLANE. stevinus i. SxEviNUS, or Stevin, (1548-1620) was the first first invest;- who investigated the mechanical properties of the in- mechanics clined plane ; and he did so in an eminently original of the in- Tx ■ 1 1 1- /'T-'- clined manner. If a weight lie (t ig. 18) on a horizontal table, we perceive at once, since the pressure is directly perpendic- ular to the plane of the table, by the principle of symmetry, ^'S' '^- that equilibrium subsists. On a vertical wall, on the other hand, a weight is not at all obstructed in its motion of descent. The inclined plane accordingly will present an intermediate case between these two limiting suppositions. Equilibrium will not exist of itself, as it does on the horizontal support, but it will be maintained by a less weight than that neces- sary to preserve it on the vertical wall. The ascertain- ment of the statical law that obtains in this case, caused the earlier inquirers considerable difficulty. Hismodeof Stevinus's manner of procedure is in substance as law. follows. He imagines a triangular prism with horizon- tally placed edges, a cross-section of which ABC is represented in Fig. ig. For the sake of illustration we will say that AB = ■zBC ; also that AC\s horizon- tal. Over this prism Stevinus lays an endless string on which 14 balls of equal weight are strung and tied at equal distances apart. We can advantageously re- place this string by an endless uniform chain or cord. The chain will either be in equilibrium or it will not. If we assume the latter to be the case, the chain, since THE PRINCIPLES OF STATICS. 25 the conditions of the event are not altered by its mo- tion, must, when once actually in motion, continue to move for ever, that is, it must present a perpetual mo- tion, which Stevinus deems absurd. Consequently only stevinus's the first case is conceivable. The chain remains in equi- olthe I'aw librium. The symmetrical portion ADC may, there- dined '" fore, without disturbing the equilibrium, be removed. '' *°^' The portion AB of the chain consequently balances the portion BC. Hence : on inclined planes of equal heights equal weights act in the inverse proportion of the lengths of the planes. Fig. 19. F'g- 20. In the cross-section of the prism in Fig. 20 let us imagine AC horizontal, ^C vertical, and AB ^= ■zBC; furthermore, the chain-weights Q and P on AB and BC proportional to the lengths ; it will follow then that 26 THE SCIENCE OF MECHANICS. QjP — ABIBC—i. The generalisation is self-evi- dent. The as- 2. Unquestionably in the assumption from which of sfiii-"' Stevinus starts, that the endless chain does not move, dSclioli^' there is contained primarily only a purely instinctive cognition. He feels at once, and we with him, that we have never observed anything like a motion of the kind referred to, that a thing of such a character does not exist. This conviction has so much logical cogency that we accept the conclusion drawn from it respecting the law of equilibrium on the inclined plane without the thought of an objection, although the law if presented as the simple result of experiment, or otherwise put. Their in- would appear dubious. We cannot be surprised at this character, when We reflect that all results of experiment are ob- scured by adventitious circumstances (as friction, etc.), and that every conjecture as to the conditions which are determinative in a given case is liable to error. That Stevinus ascribes to instinctive knowledge of this sort a higher authority than to simple, manifest, direct ob- servation might excite in us astonishment if we did not ourselves possess the same inclination. The question accordingly forces itself upon us : Whence does this higher authority come ? If we remember that scientific demonstration, and scientific criticism generally can only have sprung from the consciousness of the individ- ual fallibility of investigators, the explanation is not far Their cog- to Seek. We feel clearly, that we ourselves have con- tributed nothing to the creation of instinctive knowl- edge, that we have added to it nothing arbitrarily, but that it exists in absolute independence of our partici- pation. Our mistrust of our own subjective interpre- tation of the facts observed, is thus dissipated. Stevinus's deduction is one of the rarest fossil in- ency. THE PRINCIPLES OF STATICS. 27 dications that we possess in the primitive history of Highhistor- 1 ■ 1 r 1 1- 1 ical value of mecnanics, and throws a wonderful hght on the pro- stevinus's [ ^ r . r • • ■ deduction. cess of the formation of science generally, on its rise from instinctive knowledge. We will recall to mind that Archimedes pursued exactly the same tendency as Stevinus, only with much less good fortune. In later times, also, instinctive knowledge is very fre- quently taken as the starting-point of investigations. Every experimenter can daily observe in his own per- son the guidance that instinctive knowledge furnishes him. If he succeeds in abstractly formulating what is contained in it, he will as a rule have made an im- portant advance in science. Stevinus's procedure is no error. If an error were The trust- ... , 11111 ■ XI 1-. worthiness contained in it, we should all share it. Indeed, it isotinstinc- - , . - . . ^ , . tive linowl perfectly certain, that the union of the strongest in- edge, stinct with the greatest power of abstract formulation alone constitutes the great natural inquirer. This by no means compels us, however, to create a new mysti- cism out of the instinctive in science and to regard this factor as infallible. That it is not infallible, we very easily discover. Even instinctive knowledge of so great logical force as the principle of symmetry em- ployed by Archimedes, may lead us astray. Many of my readers will recall to mind, perhaps, the intellectual shock they experienced when they heard for the first time that a magnetic needle lying in the magnetic meridian is deflected in a definite direction away from the meridian by a wire conducting a current being car- ried along in a parallel direction above it. The instinc- tive is just as fallible as the distinctly conscious. Its only value is in provinces with which we are very familiar. Let us rather put to ourselves, in preference to pursuing mystical speculations on this subject, the 28 THE SCIENCE OF MECHANICS. The origin question : How does instinctive knowledge originate tive°knowi- and what are its contents? Everything which we ob- * ^^' serve in nature imprints itself wicomprehended and un- analysed in our percepts and ideas, which, then, in their turn, mimic the processes of nature in their most gen- eral and most striking features. In these accumulated experiences we possess a treasure-store which is ever close at hand and of which only the smallest portion is embodied in clear articulate thought. The circum- stance that it is far easier to resort to these experi- ences than it is to nature herself, and that they are, notwithstanding this, free, in the sense indicated, from all subjectivity, invests them with a high value. It is a peculiar property of instinctive knowledge that it is predominantly of a negative nature. We cannot so well say what must happen as we can what cannot hap- pen, since the latter alone stands in glaring contrast to the obscure mass of experience in us in which single characters are not distinguished. Instinctive Still, great as the importance of instinctive knowl- and extern- edge may be, for discovery, we must not, from our mutually point of view, rest content with the recognition of its each other, authority. We must inquire, on the contrary : Under what conditions could the instinctive knowledge in question have originated? We then ordinarily find that the very principle to establish which we had recourse to instinctive knowledge, constitutes in its turn the fun- damental condition of the origin of that knowledge. And this is quite obvious and natural. Our instinctive knowledge leads us to the principle which explains that knowledge itself, and which is in its turn also corrobo- rated by the existence of that knowledge, which is a separate fact by itself. This we will find on close ex- amination is the state of things in Stevinus's case. THE PRINCIPLES OF STATICS. 29 3. The reasoning of Stevinus impresses us as so The ingen- highly ingenious because the result at which he arrives vinus's rea- 1 - 11 ■ r soning. apparently contains more than the assumption from which he starts. While on the one hand, to avoid con- tradictions, we are constrained to let the result pass, on the other an incentive remains which impels us to seek further insight. If Stevinus had distinctly set forth the entire fact in all its aspects, as Galileo subsequently did, his reasoning would no longer strike us as ingen- ious ; but we should have obtained a much more satis- factory and clear insight into the matter. In the endless chain which does not glide upon the prism, is contained, in fact, everything. We might say, the chain does not glide because no sinking of heavy bodies takes place here. This would not be accurate, how- ever, for when the chain moves many of its links really do descend, while others rise in their place. We must say, therefore, more accurately, the chain does not glide because for everybody that could possibly de- Critique uf scend an equally heavy body would have to ascend deduction, equally high, or a body of double the weight half the height, and so on. This fact was familiar to Stevinus, who presented it, indeed, in his theory of pulleys ; but he was plainly too distrustful of himself to lay down the law, without additional support, as also valid for the inclined plane. But if such a law did not exist universally, our instinctive knowledge respecting the endless chain could never have originated. With this our minds are completely enlightened. — The fact that Stevinus did not go as far as this in his reasoning and rested content with bringing his (indirectly discovered) ideas into agreement with his instinctive thought, need not further disturb us. (See p. 515-) The service which Stevinus renders himself and his 30 THE SCIENCE OF MECHANICS. The merit readers, consists, therefore, in the contrast and com- "/vs^sTrice- parison of knowledge that is instinctive with knowledge ''""• that is clear, in the bringing the two into connection and accord with one another, and in the supporting Fig. 31. the one upon the other. The strengthening of mental view which Stevinus acquired by this procedure, we learn from the fact that a picture of the endless chain and the prism graces as vignette, with the inscription "Wonder en is gheen wonder," the title-page of his THE PRINCIPLES OF STATICS. 31 work Hypotnnemata Mathematica (Leyden, 1605).* As a fact, every enlightening progress made in science is accompanied with a certain feeling of disillusionment. We discover that that which appeared wonderful to us is no more wonderful than other things which we know instinctively and regard as self-evident ; nay, that the contrary would be much more wonderful ; that everywhere the same fact expresses itself. Our puzzle turns out then to be a puzzle no more ; it vanishes into nothingness, and takes its place among the shadows of history. 4. After he had arrived at the principle of the in- clined plane, it was easy for Stevinus to apply that principle to the other machines and to explain by it their action. He makes, for example, the following application. We have, let us suppose, an inclined plane (Fig. 22) and on it a load Q. We pass a string over the pulley A at the summit and imagine the load Q held in equilibrium by the load P. Stevinus, now, proceeds by a method similar to that later taken by Galileo. He remarks that it is not ne- cessary that the load Q should lie directly on the inclined plane. Provided only the form of the machine's motion be preserved, the proportion between force and load will in all cases re- main the same. We may therefore equally well conceive the load Q to be attached to a properly weighted string passing over a pulley D: which string is normal to the * The title given is that of Willebrord Snell's Latin translation (1608) of Simon Stevin's ]Visconstige Gedachienissen, Leyden, 1605. — Trans. Enlighten- ment in science al- ways ac- companied with disillu- sionment. Explana- tion of the other ma- chines by Stevinus' s principle. Fig 22 32 THE SCIENCE OF MECHANICS. fhe funicu- lar machine And the special case of the paral- lelogram of forces. The general form of the last-men- tioned prin- ciple also employed. inclined plane. If we carry out this alteration, we shall have a so-called funicular machine. We now perceive that we can ascertain very easily the portion of weight with which the body on the inclined plane tends downwards. We have only to draw a vertical line and to cut off on it a portion ab corresponding to the load Q. Then drawing on aA the perpendicular be, we have P/Q^AC/AB=^ac/ab. Therefore ac represents the tension of the string aA. Nothing pre- vents us, now, from making the two strings change functions and from imagining the load Q to lie on the dotted inclined plane EDF. Similarly, here, we ob- tain ad for the tension of the second string. In this manner, accordingly, Stevinus indirectly arrives at a knowledge of the statical relations of the funicular machine and of the so-called parallelogram of forces ; at first, of course, only for the particular case of strings (or for-ces) ac, ad at right angles to one another. Subsequently, indeed, Stevinus employs the prin- ciple of the composition and resolution of forces in a more general form ; yet the method by which he Fig- 23- Fig. 24. reached the principle, is riot very clear, or at least is not obvious. He remarks, for example, that if we have three strings AB, AC, AD, stretched at any THE PRINCIPLES OF STATICS. 33 given angles, and the weight F is suspended from the first, the tensions may be determined in the following manner. We produce (Fig. 23) AB to -Sfand cut off on it a portion AE. Drawing from the point E, EF parallel to AD and EG paral- lel to A C, the tensions of AB, AC, AD are respectively pro- portional to AE, AF, AG. With the assistance of this principle of construction Ste- vinus solves highly compli- cated problems. He determines, for instance, the solution of tensions of a system of ramifying strings like that putted™ illustrated in Fig. 24; in doing which of course he^" ^™^' starts from the given tension of the vertical string. The relations of the tensions of a funicular polygon are likewise ascertained by construction, in the man- ner indicated in Fig. 25. We may therefore, by means of the principle of the General re- inclined plane, seek to elucidate the conditions of op- eration of the other simple machines, in a manner sim- ilar to that which we employed in the case of the prin- ciple of the lever. III. THE PRINCIPLE OF THE COMPOSITION OF FORCES. I. The principle of the parallelogram of forces, at The princi- which Stevinus arrived and employed, (yet without ex- paraiieio- pressly formulating it,) consists, as we know, of the forces, following truth. If a body A (Fig. 26) is acted upon by two forces whose directions coincide with the lines AB and A C, and whose magnitudes are proportional to the lengths AB and A C, these two forces produce the 34 THE SCIENCE OF MECHANICS. same effect as a single force, which acts in the direction of the diagonal AD of the parallelogram ABCD and is proportional to that diagonal. For instance, if on the strings AB, AC weights exactly proportional to the lengths AB, AC he sup- posed to act, a single weight acting on the string '''^' ^^' AD exactly proportional to the length AD will produce the same effect as the first two. The forces AB and A C are called the compo- nents, the force AD the resultant. It is furthermore obvious, that conversely, a single force is replaceable by two or several other forces. Method by 2. We shall now endeavor, in connection with the which the general no- mvestigations of Stevinus, to give ourselves some idea tionofthe ° ' o paraiieio- of the manner in which the gram of k^ W .... forces \ f general proposition of the might have \ ^^\ ° ^ ^ beenar- \ ^-■ '^ \ parallelogram of forces rived at. ^ 5i| \ . , might have been arrived at. The relation, — dis- covered by Stevinus, — that exists between two mutually perpendicular forces and a third force that equilibrates them, we shall assume as (indi- rectly) given. We sup- pose now (Fig. 27) that there act on three strings OX, OY, OZ, pulls which balance each other. Let us endeavor to determine the nature of these pulls. Each pull holds the two rernain- ing ones in equilibrium. The pull CFwe will replace \ ^ t s \ ^ Y ^^-^ w H m V A Fig. 27. THE PRINCIPLES OF STATICS. 35 (following Stevinus's principle) by two new rectangular pulls, one in the direction Ou (the prolongation of OX'), and one at right angles thereto in the direction Ov. And let us similarly resolve the pull OZ in the directions Ou and Ow. The sum of the pulls in the di- rection Ou, then, must balance the pull OX, and the two pulls in the directions Ov and Ow must mutually destroy each other. Taking the two latter as equal and opposite, and representing them by Om and On, we determine coincidently with the operation the com- ponents Op and Oq parallel to Ou, as well also as the pulls Or, Os. Now the sum Op -f- Oq is equal and op- posite to the pull in the direction of OX ; and if we draw st parallel to OY, or r/ parallel to OZ, either line will cut off the portion Ot z= Op -\- Oq : with which re- sult the general principle of the parallelogram of forces is reached. The general case of composition may be deduced in still another way from the special composition of rectangular forces. Let OA and OB be the two forces acting at O. For 0£ substitute a force OC acting parallel to OA and a force OD acting at right angles to OA. There then act for OA and OB the two forces Oil = OA + OC and OD, the resultant of which forces OJ^ is at the same time the diagonal of the parallelogram OAFB con- structed on OA and OB as sides. 3. The principle of the parallelogram of forces, when reached by the method of Stevinus, presents it- self as an indirect discovery. It is exhibited as a con- sequence and as the condition of known facts. We perceive, however, merely that it does exist, not, as yet The deduc- tion of the general principle from the special case of Stevinus. A different mode of the same de- duction. o D Fig. 28. The prin- ciple here presents it- self as an indirect discovery. 36 THE SCIENCE OF MECHANICS. And is first clearly enunciated by Newton and Varig- The geo- metrical theorem employed by Varig- why it exists ; that is, we cannot reduce it (as in dy- namics) to still simpler propositions. In statics, in- deed, the principle was not fully admitted until the time of Varignon, when dynamics, which leads directly to the principle, was already so far advanced that its adoption therefrom presented no difficulties. The prin- ciple of the parallelogram of forces was first clearly enunciated by Newton in his Principles of Natural Phi- losophy. In the same year, Varignon, independently of Newton, also enunciated the principle, in a work sub- mitted to the Paris Academy (but not published un- til after its author's death), and made, by the aid of a geometrical theorem, extended practical application of it.* The geometrical theorem referred to is this. If we consider (Fig. 29) a parallelogram the sides of which are/ and q, and the diagonal is r, and from any point m in the plane of the par- allelogram we draw per- pendiculars on these three straight lines, which perpendiculars we will designate as u, V, w, then p . u -\- q . V ^= r . w. This is easily proved by draw- ing straight lines from m Fig. 29. Fig. 30. to the extremities of the diagonal and of the sides of the parallelogram, and considering the areas of the triangles thus formed, which are equal to the halves of the products specified. If the point ia be taken within the parallelogram and perpendiculars then be * In the same year, 1687, Father Bernard Lami published a little appendix to his Train de michanique, developing the same principle. — Trans, THE PR/NAPLES OF STA TICS. 37 drawn, the theorem passes into the form p . u — q .v =^r . w. Finally, if m be taken on the diagonal and perpendiculars again be drawn, we shall get, since the perpendicular let fall on the diagonal is now zero, p . u — q . V ^^ or/, u = q . V. With the assistance of the observation that forces The deduc- are proportional to the motions produced by them in equal intervals of time, Varignon easily advances from the composition of motions to the composition of forces. Forces, which acting at a point are represented in magnitude and direction by the sides of a parallelo- gram, are replaceable by a single force, similarly rep- resented by the diagonal of that parallelogram. If now, in the parallelogram considered, p and q Moments of represent the concurrent forces (the components) and r °^'^^^- the force competent to take their place (the resultant), then the products pu, qv, rw are called the moments of these forces with respect to the point m. If the point m lie in the direction of the resultant, the two moments pu and qv are with respect to it equal to each other. 4. With the assistance of this principle Varignon is varignon's now in a position to treat the machines in a much simpler manner than were his predecessors. Let us consider, for example, (Fig. 31) a rigid body capable of rotation about an axis passing through O. Perpendicular to the axis we conceive a plane, and select therein two '^' ^'' points A, B, on which two forces P and Q in the plane are supposed to act. We recognise with Varignon 38 THE SCIENCE OF MECHANICS. The deduc- that the effect of the forces is not altered if their points law of the of appHcation be displaced along their line of action, lever from . ,, . ., i-,- ''ji the parai- Since all points in the same direction are rigidly con- princliOe. nected with one another and each one presses and pulls the other. We may, accordingly, suppose P applied at any point in the direction AX, and Q at any point in the direction BY, consequently also at their point of intersection M. With the forces as displaced to M, then, we construct a parallelogram, and replace the forces by their resultant. We have now to do only with the effect of the latter. If it act only on movable points, equilibrium will not obtain. If, however, the direction of its action pass through the axis, through the point O, which is not movable, no motion can take place and equilibrium will obtain. In the latter case C is a point on the resultant, and if we drop the per- pendiculars u and V from O on the directions of the forces/, q, we shall have, in conformity with the the- orem before mentioned, p ■ u ^= q ■ v. With this we have deduced the law of the lever from the principle of the parallelogram of forces. The statics Varignon explains in like manner a number of other adynamic™ cases of equilibrium by the equilibration of the result- statics. ^^^ force by some obstacle or restraint. On the in- clined plane, for example, equilibrium exists if the re- sultant is found to be at right angles to the plane. In fact, Varignon rests statics in its entirety on a dynamic foundation ; to his mind, it is but a special case of dy- namics. The more general dynamical case constantly hovers before him and he restricts himself in his inves- tigation voluntarily to the case of equilibrium. We are confronted here with a dynamical statics, such as was possible only after the researches of Galileo. Incidentally, it may be remarked, that from Varignon THE PRINCIPLES OF STATICS. 39 is derived the majority of the theorems and methods of presentation which make up the statics of modern elementary text-books. 5. As we have already seen, purely statical consid- erations also lead to the proposition of the parallel- ogram of forces. In special cases, in fact, the principle admits of being very easily verified. We recognise at once, for instance, that any number whatsoever of equal forces acting (by pull or pressure) in the same plane at a point, around which their suc- cessive lines make equal angles, are in equilibrium. If, for exam- ple, (Fig. 32) the three equal forces OA, OB, OC act on the point O at angles of 120°, each two of the forces holds the third in equilibrium. We see imme- diately that the resultant of OA and OB is equal and opposite to OC. It is represented by OD and is at the same time the diagonal of the parallelogram OADB, which readily follows from the fact that the radius of a circle is also the side of the hexagon included by it. 6. If the concurrent forces act in the same or in opposite directions, the resultant is equal to the sum or the difference of the components. We rec- — 4 i ognise both cases with- out any difficulty as particular cases of the principle of the paral- lelogram of forces. If in the two drawings of Fig. 33 we imagine the angle A OB to be gradually reduced to the value 0°, and the angle A' O' B' increased to the Special statical con- siderations also lead to the prin- ciple. Fig. 32- B a O' c A' The case of coincident forces merely a particular case of the general principle. Fig. 33. 40 THE SCIENCE OF MECHANICS. value 1 80°, we shall perceive that CC passes into OA -(- AC=^ OA-{- OB And O' C into O' A' — A' C = O' A' — O' B' . The principle of the parallelogram of forces includes, accordingly, propositions which are generally made to precede it as independent theorems. The princi- 7. The principle of the parallelogram of forces, in sitionde- the form in which it was set forth by Newton and rived from . , ^ ... experience. Vangnon, clearly discloses itself as a proposition de- rived from experience. A point acted on by two forces describes with accelerations proportional to the forces two mutually independent motions. On this fact the parallelogram construction is based. Daniel Ber- noulli, however, was of opinion that the proposition of the parallelogram of forces was a geometrical truth, in- dependent of physical experience. And he attempted to furnish for it a geometrical demonstration, the chief features of which we shall here take into consideration, as the BernouUian view has not, even at the present day, entirely disappeared. Daniel Ber- If two equal forces, at right angles to each other noulli's at- ,—«. . , . -. . . . tempted (rig- 34), act On a point, there can be no doubt, ac- demonstra- ^ cording to Bernoulli, that the line truth. ^' ~/\\ ' °^ bisection of the angle (con- formably to the principle of sym- metry) is the direction of the re- sultant r. To determine geomet- rically also the magnitude of the resultant, each of the forces / is ^'S 34- decomposed into two equal forces g, parallel and perpendicular to r. The relation in respect of magnitude thus produced between / and q is consequently the same as that between r and /. We have, accordingly : p = jj.. q and r = )j.. p; whence r = pfiq. THE PRINCIPLES OF ST A TICS. 41 Since, however, the forces q acting at right angles to r destroy each other, while those parallel to r con- stitute the resultant, it further follows that r ■= 2q; hence fi = "l/2, and r = t/2 . p. The resultant, therefore, is represented also in re- spect of magnitude by the diagonal of the square con- structed on J) as side. Similarly, the magnitude may be determined of the The case of unequal resultant of unequal rectangular components. Here, rectangular .... . (. components however, nothing is known before- hand concerning the direction of the resultant r. If we decompose the components /, q (Fig. 35), parallel and perpendicular to the yet undetermined direction r, into the forces u, s and v, t, the new forces will form with the compo- nents p, q the same angles that p, q form with r. From which fact the following relations in respect of magnitude are determined : r p ,r q r p ,r a — = — and — ^ — , — ^ - and — = — , p u q V q s P t from which two latter equations follows s ^ i r^pqjr. On the other hand, however, -^or r'^=zp^ -f q^. The diagonal of the rectangle constructed on / and q represents accordingly the magnitude of the result- ant. Therefore, for all rhombs, the direction of the re- General re- sultant is determined ; for all rectangles, the magni- tude; and for squares both magnitude and direction. Bernoulli then solves the problem of substituting for r . suits. 42 THE SCIENCE OF MECHANICS. two equal forces acting at one given angle, other equal, equivalent forces acting at a different angle ; and finally arrives by circumstantial considerations, not wholly exempt from mathematical objections, but amended later by Poisson, at the general principle. Critique of 8. Let US now examine the physical aspect of this Bernoulli's . ..,..(. method. question. As a proposition derived from experience, the principle of the parallelogram of forces was already known to Bernoulli. What Bernoulli really does, there- fore, is to simulate towards himself a complete ignorance of the proposition and then attempt to philosophise it abstractly out of the fewest possible assumptions. Such work is by no means devoid of meaning and pur- pose. On the contrary, we discover by such proce- dures, how few and how imperceptible the experiences are that suffice to supply a principle. Only we must not deceive ourselves, as Bernoulli did ; we must keep before our minds all the assumptions, and should over- look no experience which we involuntarily employ. What are the assumptions, then, contained in Bernoul- li's deduction? The as- 9. Statics, primarily, is acquainted with force only sumptions „ i r -1 ot hfs de- as a pull or a pressure, that from whatever source it rived from may come always admits of being replaced by the pull experience. ^^ ^^ pressure of a weight. All forces thus may be re- garded as quantities of the same kind and be measured by weights. Experience further instructs us, that the particular factor of a force which is determinative of equilibrium or determinative of motion, is contained not only in the magnitude of the force but also in it? direction, which is made known by the direction of the resulting motion, by the direction of a stretched cord, or in some like manner. We may ascribe magnitude indeed to other things given in physical experience, THE PRINCIPLES OF STATICS. 43 such as temperature, potential function, but not direc- tion. The fact that both magnitude and direction are determinative in the efficiency of a force impressed on a point is an important though it may be an unob- trusive experience. Granting, then, that the magnitude and direction Magnitude 1 ■ i-'--ii and direc- of forces impressed on a point alone are decisive, it will tion the sole decisive be perceived that two equal and opposite forces, as they factors. cannot uniquely and precisely determine any motion, are in equilibrium. So, also, at right angles to its direction, a force/ is unable uniquely to de- termine a motional effect. But if a force / is inclined at an an- gle to another direction s s' (Fig. 36), it is able to determine a mo- tion in that direction. Yet ex- ^' perience alone can inform us, that the motion is determined in the direction of s' s and not in that oi ss' ; that is to say, in the direction of the side of the acute angle or in the direction of the projection ol p on s's. Now this latter experience is made use of by Ber-The«if«rfot „, 1 r ii direction noulli at the very start. The sense, namely, of the re- derivable . • 1 1 i °o'y bom sultant of two equal forces acting at right angles to one experience. another is obtainable only on the ground of this expe- rience. From the principle of symmetry follows only, that the resultant falls in the plane of the forces and coincides with the line of bisection of the angle, not however that it falls in the acute angle. But if we sur- render this latter determination, our whole proof is ex- ploded before it is begun. 10. If, now, we have reached the conviction that our knowledge of the effect of the direction of a force is 44 THE SCIENCE OF MECHANICS. So also solely obtainable from experience, still less then shall must the , , . . . ^ . , i form of the We beliBve it in our power to ascertain by any other way thusde- th& form of this effect. It is utterly out of our power, to divine, that a force / acts in a direction s that makes with its own direction the angle a, exactly as a force p cos a in the direction s ; a statement equivalent to the proposition of the parallelogram of forces. Nor was it in Bernoulli's power to do this. Nevertheless, he makes use, scarcely perceptible it is true, of expe- riences that involve by implication this very mathe- matical fact. The man- A person already familiar with the composition ner in which the and resolution of forces is well aware that several forces assump- tions men- actingf at a point are, as regards their effect, replaceable, tionedenter. o f^ ... ' r > into Ber- in everv respect and in every direction, by a sintrle force. nouUi's de- . , , " duotion. This knowledge, in Bernoulli's mode of proof, is ex- pressed in the fact that the forces p, q are regarded as absolutely qualified to replace in all respects the forces s, u and t, V, as well in the direction of r as in every other direction. Similarly r is regarded as the equiv- alent of / and q. It is further a,ssumed as wholly in- different, whether we estimate s, u, t, v first in the directions of/, q, and then/, q in the direction of r, or s, u, t, V be estimated directly and from the outset in the direction of r. But this is something that a person only can know who has antecedently acquired a very extensive experience concerning the composition and resolution of forces. We reach most simply the knowl- edge of the fact referred to, by starting from the knowl- edge of another fact, namely that a force / acts in a direction making with its own an angle a, with an effect equivalent to p ■ cos a. As a fact, this is the way the perception of the truth was reached. Let the coplanar forces P, P' , P" . . be applied to THE PRINCIPLES OF STATICS. 45 one and the same point at the angles a, a', a" . . . with Mathemat- . ' ical analy- a given direction X. These forces, let us suppose, are sis of the results of replaceable by a single force TI, which makes with Xthe true and . , . necessary an angle /<. By the familiar principle we have then assumption 2P cosa = 77 cospi. If II is still to remain the substitute of this system of forces, whatever direction X may take on the system being turned through any angle 6, we shall further have 2F cos {a -\- 6) ^ n cos {ij. -\- d), or {'S F cosa— n cos fX) cos8 — {2F sma — Ilsmfj) svad^d. If we put 2P cosa — n cosyU = A, — (2/' since — n sinju) = B, B tanr = -— , A it follows that A cosS + B sv^d = t/^2 + ^ sin ((J + t) = 0, which equation can subsist for every S only on the con- dition that A = 2F cosa — II cos ju = and B = {2F sina — 77 sin//) = ; whence results 77 coS/< = 2F cosa 77sinyu = 2 F sina. From- these equations follow for 7T and jj. the deter- minate values n=^l/li2Fsmay + {SFcosayi and 2F sina tanu = =-= . '^ 2Fcosa 46 , THE SCIENCE OF MECHANICS. The actual Granting, therefore, that the effect of a force in every results not - . . , - , . . . , deducibie direction can be measured by its projection on that di- othersup- rcction, then truly every system of forces acting at a point is replaceable by a single force, determinate in magnitude and direction. This reasoning does not hold, however, if we put in the place of cos a any general func- tion of an angle, cp (a). Yet if this be done, and we still regard the resultant as determinate, we shall obtain for 9>(a), as may be seen, for example, from Poisson's deduction, the form cos a. The experience that several forces acting at a point are always, in every respect, replaceable by a single force, is therefore mathemat- ically equivalent to the principle of the parallelogram of forces or to the principle of projection. The prin- ciple of the parallelogram or of projection is, how- ever, much easier reached by observation than the General re- more general experience above mentioned by statical observations. And as a fact, the principle of the par- allelogram was reached earlier. It would require in- deed an almost superhuman power of perception to deduce mathematically, without the guidance of any further knowledge of the actual conditions of the ques- tion, the principle of the parallelogram from the gen- eral principle of the equivalence of several forces to a single one. We criticise accordingly in the deduction of Bernoulli this, that that which is easier to observe is reduced to that which is more difficult to observe. This is a violation of the economy of science. Bernoulli is also deceived in imagining that he does not proceed from any fact whatever of observation. An addi- We must further remark that the fact that the forces tional as- sumption of are independent of one another, which is involved in Dernoulli, u i r i . the law of their composition, is another experience which Bernoulli throughout tacitly employs. As long THE PRINCIPLES OF STATICS. 47 as we have to do with uniform or symmetrical systems of forces, all equal in magnitude, each can be affected by the others, even if they are not independent, only to the same extent and in the same way. Given but three forces, however, of which two are symmetrical to the third, and even then the reasoning, provided we admit that the forces may not be independent, pre- sents considerable difficulties. 11. Once we have been led, directly or indirectly. Discussion to the principle of the parallelogram of forces, once we aoter of the have perceived it, the principle is just as much an ob- '"^'°"'' ^" servation as any other. If the observation is recent, it of course is not accepted with the same confidence as old and frequently verified observations. We then seek to support the new observation by the old, to demon- strate their agreement. By and by the new observa- tion acquires equal standing with the old. It is then no longer necessary constantly to reduce it to the lat- ter. Deduction of this character is expedient only in cases in which observations that are difficult directly to obtain can be reduced to simpler ones more easily obtained, as is done with the principle of the parallel- ogram of forces in dynamics. 12. The proposition of the parallelogram of forces Exijenmen- has also been illustrated by experiments especially tion of the instituted for the purpose. An apparatus very well I contriv- '' adapted to this end was contrived by Cauchy. The Cauohy. centre of a horizontal divided circle (Fig. 37) is marked by a pin. Three threads/,/',/", tied together at a point, are passed over grooved wheels r, r', r", which can be fixed at any point in the circumference of the circle, and are loaded by the weights /, p', p". If three equal weights be attached, for instance, and the wheels placed at the marks of division o, 1 20, 240, the point at THE SCIENCE OF MECHANICS. Experimen- which the Strings are knotted will assume a position tal illustra- , . ^ . , _,, , tionof the lust above the centre of the circle. Ihree equal forces principle. . t r n i- i acting at angles of 120 , accordingly, are in equilib- rium. Fig- 37- If we wish to represent another and different case, we may proceed as follows. We imagine any two forces /, q acting at any angle a, represent (Fig. 38) them by lines, and construct on them as sides a paral- lelogram. We supply, further, a force equal and opposite to the resultant r. The three forces p, q, — r hold each other in equilibrium, at the angles vis- ible from the construction. We now place the wheels of the divided circle on the points of division o, a, a -\- ft, and load the appropriate strings with the weights p, q, r. The point at which the strings are knotted will come to a position exactly above the middle point of the circle. Fig. 38. THE PRINCIPLES OF STATICS. 49 THE PRINCIPLE OF VIRTUAL VELOCITIES. I. We now pass to the discussion of the principle The truth . . , , . ^ ^ of the prin- of Virtual (possible) displacements.* The truth of cipie first . . remarked this principle was first remarked by Stevinus at the by stevmus close of the sixteenth century in his investigations on - the equilibrium of pulleys and combinations of pulleys. Stevinus treats combinations of pulleys in the same way they are treated at the present day. In the case *Termed in English the principle of " virtual velocities," this being the original phrase {vttesse viriuelle) introduced by John Bernoulli. See the text, page 56. The word virtualis seems to have been the fabrication of Duns Scotus (see the Century Dictionary^ under virtual) ; but virtualiter was used by Aquinas, and virtus had been employed for centuries to translate dvvafiig, and therefore as a synonym for potentia. Along with many other scholastic terms, virtual passed into the ordinary vocabulary of the English language. Everybody remembers the passage in the third book of Paradise Lost, " Love not the heav'nly Spirits, and how thir Love Express they, by looks onely, or do they mix Irradiance, vir(uai or immediate touch? " — Miilon. So, we all remember how it was claimed before our revolution that America had " z/zV/wtj:/ representation " in parliament. In these passages, as in Latin, virtual means : existing in effect, but not actually. In the same sense, the word passed into French ; and was made pretty common among philosophers by Leibnitz. Thus, he calls innate ideas in the mind of a child, not yet brought to consciousness, "des connoissances virtuelles.*' The principle in question was an extension to the case of more than two forces of the old rule that "what a machine gains \nPower, it loses in velocity.'^ Bernoulli's modification reads that the sum of the products of the forces into their virtual velocities must vanish to give equilibrium. He says, in effect : give the system any possible and infinitesimal motion you please, and then the simultaneous displacements of the points of application of the forces, resolved in the directions of those forces, though they are not exactly velocities, since they are only displacements in one time, are, nevertheless, virtually velocities, for the purpose of applying the rule that what a machine gains in power, it loses in velocity. Thomson and Tait say : "If the point of application of a force be dis- placed through a small space, the resolved part of the displacement in the di- rection of the force has been called its Virtual Velocity. This is positive or negative according as the virtual velocity is in the same, or in the opposite, direction to that of the force." This agrees with Bernoulli's definition which may be found in Varignon's Nouvelle mecanique^ Vol. II, Chap. \%.— Trans, 5° THE SCIENCE OF MECHANICS. stevinus's a (Fig. 39) equilibrium obtains, when an equal weight P dons on the is suspended at each side, for reasons already familiar. equilibrium . . 111 n 1 1 of pulleys. In b, the weight P is suspended by two parallel cords. each of which accordingly supports the. weight Pji, with which weight in the case of equilibrium the free end of the cord must also be loaded. In c, P is sus- pended by six cords, and the weighting of the free ex- tremity with PIb will accordingly produce equilibrium. In d, the so-called Archimedean or potential pulley,* P in the first instance is suspended by two cords, each of which supports Pji ; one of these two cords in turn is suspended by two others, and so on to the end, so that the free extremity will be- held in equilibrium by the weight /"/S. If we impart to these assemblages of pulleys displacements corresponding to a descent of the weight P through the distance h, we shall observe that as a result of the arrangement of the cords the counterweight P " " Pji P/b P/S will ascend a distance .^ in a " " 2/1 " b " " 6/4 " c " " %h " d ♦These terms are not in use in English. — Trans. THE PRINCIPLES OF STATICS. 51 Fig. 40. In a system of pulleys in equilibrium, therefore, the products of the weights into the displacements they sustain are respectively equal. (" Ut spatium agentis ad spatium patientis, sic potentia patientis ad potentiam agentis." — Stevini, Hypomnemata, T. IV, lib. 3, p. 172.) In this remark is contained the germ of the principle of virtual displacements. 2. Galileo recognised the truth of the principle in another case, and that a somewhat more general one ; namely, in its application to the inclined plane. On an inclined plane (Fig. 40), the length of which A£ is double the height BC, z. load Q placed on AB is held in equilibrium by the load F act- ing along the height BC, if P = Q/2.. If the machine be set in motion, F = Q/2 will descend, say, the vertical distance A, and Q will ascend the same distance k along the incline AB. Galileo, now, allowing the phenom- enon to exercise its full effect on his mind, perceives, that equilibrium is determined not by the weights alone but also by their possible approach to and reces- sion from the centre of the earth. Thus, while Qji de- scends along the vertical height the distance h, Q as- cends h along the inclined length, vertically, however, only h/i ; the result being that the products Q^h/i) and {Q/2)h come out equal on both sides. The eluci- dation that Galileo's observation affords and the light it diffuses, can hardly be emphasised strongly enough. The observation is so natural and unforced, moreover, that we admit it at once. What can appear simpler than that no motion takes place in a system of heavy His conclu- sions the germ of the principle. Galileo's recognition of the prin- ciple in the case of the inclined plane. Character of Galileo's observation 52 THE SCIENCE OF MECHANICS. bodies when on the whole no heavy mass can descend. Such a fact appears instinctively acceptable. Comparison Galileo's conception of the inclined plane strikes of it with . _ . . thatofste- US as much less ingenious than that of Stevmus, but vinus. we recognise it as more natural and more profound. It is in this fact that Galileo discloses such scientific great- ness : that he had the intellectual audacity to see, in a subject long before investigated, more than his prede- cessors had seen, and to trust to his own perceptions. With the frankness that was characteristic of him he unreservedly places before the reader his own view, together with the considerations that led him to it. TheTorri- 3. ToRRiCELLi, by the employment of the notion of cellian j r j form of the "centre of gravity," has put Galileo's principle in a principle. , . . . . . form in which it appeals still more to our instincts, but in which it is also incidentally applied by Galileo him- self. According to Torricelli equilibrium exists in a machine when, on a displacement being imparted to it, the centre of gravity of the weights attached thereto cannot descend. On the supposition of a displacement in the inclined plane last dealt with, P, let us say, de- scends the distance h, in compensation wherefor Q vertically ascends h . sin a. Assuming that the centre of gravity does not descend, we shall have P.h — 0.hsva.a „ „ , „ , . p-^Q = 0, or f. /z — (2 . /^ sm a- — 0, or /'=<2sina = (24^. If the weights bear to one another some different pro- portion, then the centre of gravity can descend when a displacement is made, and equilibrium will not obtain. We expect the state of equilibrium instinctively, when the centre of gravity of a system of heavy bodies can- THE PRINCIPLES OF STA TICS. 53 not descend. The Torricellian form of expression, how- ever, contains in no respect more than the Galilean. 4. As with systems of pulleys and with the inclined The appii- plane, so also the validity of the principle of virtual the prmci- displacements is easily demonstrable for the other ma- other ma- chines : for the lever, the wheel and axle, and the rest. In a wheel and axle, for instance, with the radii R, r and the respective weights P, Q, equilibrium exists, as we know, when FJi = Qr. If we turn the wheel and axle through the angle a, P will descend Ra, and Q will ascend ra. According to the conception of Stevinus and Galileo, when equilibrium exists, P. Ra = Q . ra, which equation expresses the same thing as the preceding one. 5. When we compare a system of heavy bodies inThecnte- ... . . , . , . , • -1 rionofthe which motion is taking place, with a similar system state of ..... -1-1 ■ ^ • r • ir equilibrium which is m equilibrium, the question forces itself upon us : What constitutes the difference of the two cases? What is the factor operative here that determines mo- tion, the factor that disturbs equilibrium, — the factor that is present in the one case and absent in the other? Having put this question to himself, Galileo discovers that not only the weights, but also the distances of their vertical descents (the amounts of their vertical displacements) are the factors that determine motion. Let us call P, P' , P" . . . the weights of a system of heavy bodies, and h, h' , h" . . . their respective, simul- taneously possible vertical displacements, where dis- placements downwards are reckoned as positive, and displacements upwards as negative. Galileo finds then, that the criterion or test of the state of equilib- rium is contained in the fulfilment of the condition Ph + P' h' -Y P" h" -\- . . = 0. The sum Ph -\- P'h' _|_ p"h"-\- ... is the factor that destroys equilibrium, 54 THE SCIENCE OF MECHANICS. the factor that determines motion. Owing to its im- portance this sum has in recent times been character- ised by the special designation work. There is no 6. Whereas the earher investigators, in the compari- our choice SOD of cases of equiHbrium and cases of motion, directed teria^ °" their attention to the weights and their distances from the axis of rotation and recognised the statical mo- ments as the decisive factors involved, Galileo fixes his attention on the weights and their distances of de- scent and discerns -work as the decisive factor involved. It cannot of course be prescribed to the inquirer what mark or criterion of the condition of equilibrium he shall take account of, when several are present to choose from. The result alone can determine whether his choice is the right one. But if we cannot, for rea- And all are sons already stated, regard the significance of the stat- from the ical moments as given independently of experience, as source. Something self-evident, no more can we entertain this view with respect to the import of work. Pascal errs, and many modern inquirers share this error with him, when he says, on the occasion of applying the principle of virtual displacements to fluids: "Etant clairque c'est la meme chose de faire faire un pouce de chemin a cent livres d'eau, que de faire faire cent pouces de chemin a une livre d'eau. " This is correct only on the suppo- sition that we have already come to recognise work as the decisive factor ; and that it is so is a fact which experience alone can disclose. Illustration If we have an equal-armed, equally-weighted lever of the pre- . , ceding re- beiore US, we recognise the equilibrium of the lever as the only effect that is uniquely determined, whether we regard the weights and the distances or the weights and the vertical displacements as the conditions that determine motion. Experimental knowledge of this THE PRINCIPLES OF STATICS. 55 or a similar character must, however, in the necessity of the case precede any judgment of ours with regard to the phenomenon in question. The particular way in which the disturbance of equilibrium depends on the conditions mentioned, that is to say, the significance of the statical moment {_PL) or of the work {Ph'), is even less capable of being philosophically excogitated than the general fact of the dependence. 7. When two equal weights with equal and op- Reduction posite possible displacements are opposed to each erai case of other, we recognise at once the subsistence of equilib- pie to the . -11, simpler and num. We might now be tempted to reduce the more special case general case of the weights P, P' with the capacities of displacement^,^', where Ph = P'h', to the sim- pler case. Suppose we have, for example, (Fig. 41) the weights 3 P and 4 jP on a wheel and axle with the radii 4 and 3. We divide the weights into equal portions of the definite magnitude P, which we designate by a, b, c, ^' ^> /■> S- We then transport a, b, c to the level + 3, and d, e, f to the level — 3. The weights will, of themselves, neither enter on this displacement nor will they resist it. We then take simultaneously the weight g at the level and the weight a at the level + 3, push the first upwards to — i and the second downwards to -|- 4, then again, and in the same way, ^ to — 2 and i5 to + 4, ^ to — 3 and ^ to -|- 4- To all these displacements the weights offer no resistance, nor do they produce them of themselves. Ultimately, however, a, b, c (or j,P^ appear at the level -|- 4 and Fig. 41. 56 THE SCIENCE OF MECHTlNICS. The gen- d, e, f. z (ox 4F) at the level — 3. Consequently, eralisation. .,,, , . j^^ij-i With respect also to the last-mentioned total displace- ment, the weights neither produce it of themselves nor do they resist it ; that is to say, given the ratio of displacement here specified, and the weights will be in equilibrium. The equation 4.3-^ — 3 . 4/^= is, therefore, characteristic of equilibrium in the case as- sumed. The generalisation (Fk — F'k' =^ 0) is ob- vious. Thecondi- If we Carefully examine the reasoning of this case, character we shall quite readily perceive that the inference in- ence.° '° ^"^ volved Cannot be drawn unless we take for granted that the order of the operations performed and the /atA by which the transferences are effected, are indifferent, that is unless we have previously discerned that work is determinative. We should commit, if we accepted this inference, the same error that Archimedes com- mitted in his deduction of the law of the lever ; as has been set forth at length in a preceding section and need not in the present case be so exhaustively dis- cussed. Nevertheless, the reasoning we have pre- sented is useful, in the respect that it brings palpably home to the mind the relationship of the simple and the complicated cases. Theuniver- 8. The universal applicability of the principle of bTiUy of fhe virtual displacements to all cases of equilibrium, was Sfstper-^ perceived by John Bernoulli ; who communicated his ceived by j . ^ tt ■ • 1 • ■ ^Tr John Ber- Qiscovery to Varignon m a letter written in 1717. We will now enunciate the principle in its most general form. At the points A, B, C . . (Fig. 42) the forces P, P' , P" ■ ■ . are applied. Impart to the points any infinitely small displacements v, v' , v" . . . compatible with the character of the connections of the points (so- called virtual displacements), and construct the pro- noulli. THE PRINCIPLES OF STATICS. 57 jections/, /', J>" of these displacements on the direc- General tions of the forces. These projections we consider of the prin- ciple. PB positive when they fall in the direction of the force, and negative when they fall in the opposite direction. The products Fp, F'p', P" p", . . are called virtual moments, and in the two cases just mentioned have Fig. 42. contrary signs. Now, the principle asserts, that for the case of equilibrium Pp + P' p' + P" p" -|- . = 0, or more briefly '2Pp,=^ 0. 9. Let us now examine a few points more in detail. Detailed Previous to Newton a force was almost universally tion of the conceived simply as the pull or the pressure of a heavy body. The mechanical researches of this period dealt almost exclusively with heavy bodies. When, now, in the Newtonian epoch, the generalisation of the idea of force was effected, all mechanical principles known to be applicable to heavy bodies could be transferred at once to any forces whatsoever. It was possible to replace every force by the pull of a heavy body on a string. In this sense we may also apply the principle of virtual displacements, at first discovered only for heavy bodies, to any forces whatsoever. F?W««/ displacements are displacements consistent Definition ■ 1 1 1 r 1 - r- 1 of virtual With the character of the connections of a system and dispiace- with one another. If, for example, the two points of a system, A and B, at which forces act, are connected (Fig. 43, i) by a rectangularly bent lever, free to re- volve about C, then, if CB = iCA, all virtual dis- placements of B and A are elements of the arcs of cir- cles having C as centre ; the displacements of B are 1 B 58 THE SCIENCE OF MECHANICS. always double the displacements of A, and both are in every case at right angles to each other. If the points A, B (Fig. 43, 2) be connected by a thread of the length /, adjusted to slip through ^ r stationary rings at C and D, I \ then all those displacements "^ 2 ^ °f ^ ^'^^ ^ ^^^ virtual in Fig. 43. which the points referred to move upon or within two spherical surfaces described with the radii r^ and r^ about C and D as centres, where r j^ -(- r^ -\- CD = /. The reason The use of infinitely small displacements instead of for the use /..i-i 1 r^ ^•^ j*.- of m&ra.ie\y finite displacements, such as Cjalileo assumed, is justi- piacements. fied by the following consideration. If two weights are in equilibrium on an inclined plane (Fig. 44), the equilibrium will not be disturbed if the inclined plane, at points at which it is not in immediate contact with the bodies considered, passes into a surface of a different form. The essential condition is, therefore, the momentary possibility of dis- Fig. 44. placement in the momentary con- figuration of the system. To judge of equilibrium we must assume displacements vanishingly small and such only ; as otherwise the system might be carried over into an entirely different adjacent configuration, for which perhaps equilibrium would not exist. A limita- That the displacements themselves are not decisive but only the extent to which they occur in the direc- tions of the forces, that is only their projections on the lines of the forces, was, in the case of the inclined plane, perceived clearly enough by Galileo himself.- With respect to the expression of the principle, it will be observed, that no problem whatever is presented tion. ■ THE PRINCIPLES OF STA TICS. 59 if all the material points of the system on which forces General re- act, are independent of each other. Each point thus conditioned can be in equilibrium only in the event that it is not movable in the direction in which the force acts. The virtual moment of each such point vanishes separately. If some of the points be independent of each other, while others in their displacements are de- pendent on each other, the remark just made holds good for the former ; and for the latter the fundamental proposition discovered by Galileo holds, that the sum of their virtual moments is equal to zero. Hence, the sum-total of the virtual moments of all jointly is equal to zero. lo. Let us now endeavor to get some idea of the Examples, significance of the principle, by the consideration of a few simple examples that cannot be dealt with by the ordinary method of the lever, the inclined plane, and the like. The differential pulley of Wes- ton (Fig. 45) consists of two coax- ial rigidly connected cylinders of slightly different radii r .^ and r^ <,r.^. A cord or chain is passed round the cylinders in the manner indicated in the figure. If we pull in the direction of the arrow with the force/', and rotation takes place through the angle tp, the weight Q attached below will be raised. In the case of equilibrium there will exist between the two virtual moments involved the equa- tion Fig. 45- '^cp^Pr^ cp, or P= q'- •2r, 6o THE SCIENCE OF MECHANICS. A suspend- ed wheel and azle. A double cylinder on a horizon- tal surface. Roberval's balance. A wheel an d axle of weight Q (Fig. 46), which on the unrolling of a cord to which the weight P is at- tached rolls itself up on a second cord wound round the axle and rises, gives for the virtual moments in the case of equilibrium the equation P{R-r~)
- r • 1 - fundamen- mass of water A (rig. 60), immersed in water, is intaiprinci- pl6. equilibrium in all its parts. If A — A Fig. 60. were not supported by the sur- rounding water but should, let us say, descend, then the portion of water taking the place of A and placed thus in the same circum- stances, would, on the same as- sumption, also have to descend. This assumption leads, therefore, to the establishment of a perpetual motion, which is contrary to our ex- perience and to our instinctive knowledge of things. Water immersed in water loses accordingly its The second whole weight. If, now, we imagine the surface of the tai princi- submerged water solidified, the vessel formed by this surface, the vas superficiarium as Stevinus calls it, will still be subjected to the same circumstances of pres- sure. If empty, the vessel so formed will suffer an upward pressure in the liquid equal to the weight of the water displaced. If we fill the solidified surface with some other substance of any specific gravity we may choose, it will be plain that the diminution of the weight of the body will be equal to the weight of the fluid displaced on immersion. In a rectangular, vertically placed parallelepipedal vessel filled with a liquid, the pressure on the horizontal 90 THE SCIENCE OF MECHANICS. Stevinus's deductions. Galileo, in the treat- ment of this subject, em- ploys the principle of virtual dis- placements base is equal to the weight of the liquid. The pressure is equal, also, for all parts of the bottom of the same area. When now Stevinus imagines portions of the liquid to be cut out and replaced by rigid immersed bodies of the same specific gravity, or, what is the same thing, imagines parts of the liquid to become so- lidified, the relations of pressure in the vessel will not be altered by the procedure. But we easily obtain in this way a clear view of the law that the pressure on the base of a vessel is independent of its form, as well as of the laws of pressure in communicating vessels, and so' forth. 5. Galileo treats the equilibrium of liquids in com- municating vessels and the problems connected there- with by the help of the principle of virtual displace- ments. NN (Fig. 61) being the common level of a liquid in equilib- rium in two communicating vessels, Galileo explains the equilibrium here presented by observing that in the case of any disturbance the dis- placements of the columns are to each other in the inverse proportion of the areas of the transverse sec- tions and of the weights of the columns — that is, as with machines in equilibrium. But this is not quite cor- rect. The case does not exactly, correspond to the cases of equilibrium investigated by Galileo in ma- chines, which present indifferent equilibrium. With liquids in communicating tubes every disturbance of the common level of the liquids produces an elevation of the centre of gravity. In the case represented in Fig. 61, the centre of gravity S of the liquid displaced from the shaded space in A is elevated to S' , and we may B A ^ ■ S N ^ - _ _ — — - - - - _ . _ L^ Fig. 61. THE PRINCIPLES OF STATICS. 91 by Pascal. regard the rest of the liquid as not having been moved. Accordingly, in the case of equilibrium, the centre of gravity of the liquid lies at its lowest possible point. 6. Pascal likewise employs the principle of virtual The same displacements, but in a more correct manner, leaving made use of the weight of the liquid out of account and considering only the pressure at the surface. If we imagine two communicating vessels to be closed by pistons (Fig. 62), and these pistons loaded with weights proportional to their surface- areas, equilibrium will obtain, because in consequence of the invariability of the volume of the liquid the displace- ments in every disturbance are in- versely proportional to the weights. Fig. 62. For Pascal, accordingly, \t follows, as a necessary con- sequence, from the principle of virtual displacements, that in the case of equilibrium every pressure on a su- perficial portion of a liquid is propagated with undi- minished effect to every other superficial portion, how- ever and in whatever position it be placed. No objec- tion is to be made to discovering the principle in this way. Yet we shall see later on that the more natural and satisfactory conception is to regard the principle as immediately given. 7. We shall now, after this historical sketch, again Detailed examine the most important cases of liquid equilibrium, tion of tiie and from such different points of view as may be con- venient. The fundamental property of liquids given us by experience consists in the flexure of their parts on the slightest application of pressure. Let us picture to our- selves an element of volume of a liquid, the gravity of which we disregard^say a tiny cube. If the slightest 92 THE SCIENCE OF MECHANICS. The funda- excess of pressure be exerted on one of the surfaces of property o( this cube, (which we now conceive, for the moment, moMifty o^f as a fixed geometrical locus, containing the fluid but parts. ^^^ ^^ .^^ substance) the liquid (supposed to have pre- viously been in equilibrium and at rest) will yield and pass out in all directions through the other five surfaces of the cube. A solid cube can stand a pressure on its upper and lower surfaces different in magnitude from that on its lateral surfaces ; or vice versa. A fluid cube, on the other hand, can retain its shape only if the same perpendicular pressure be exerted on all its sides. A similar train of reasoning is applicable to all polyhe drons. In this conception, as thus geometrically eluci- dated, is contained nothing but the crude experience that the particles of a liquid yield to the slightest pres- sure, and that they retain this property also in the in- terior of the liquid when under a high pressure ; it being observable, for example, that under the condi- tions cited minute heavy bodies sink in fluids, and so on. A second With the mobility of their parts liquids combine the com- still another property, which we will now consider. Li- pressibility . , .. , , ... . . . . of their vol- quids sufter through pressure a diminution oi volume which is proportional to the pressure exerted on unit of surface. Every alteration of pressure carries along with it a proportional alteration of volume and density. If the pressure diminish, the volume becomes greater, the density less. The volume of a liquid continues to diminish therefore on the pressure being increased, till the point is reached at which the elasticity generated within it equilibrates the increase of the pressure. 8. The earlier inquirers, as for instance those of the Florentine Academy, were of the opinion that liquids were incompressible. In 1761, however, John Canton performed an experiment by which the compressibility THE PRINCIPLES OF STATICS. 93 -.Ji Fig. 63. of water was demonstrated. A thermometer glass is filled with water, boiled, and then sealed. (Fig. 63.) The liquid reaches to a. But since the space above a is airless, the liquid supports no atmospheric pres- sure. If the sealed end be broken off, the liquid will sink to b. Only a portion, however, of this displacement is to be placed to the credit of the compression of the liquid by atmospheric pres- sure. For if we place the glass before breaking off the top under an air-pump and exhaust the chamber, the liquid will sink to c. This last phe nomenon is due to the fact that the pressure that bears down on the exterior of the glass and diminishes its capacity, is now removed. On breaking off the top, this exterior pressure of the atmosphere is compensated for by the interior pressure then introduced, and an enlargement of the capacity of the glass again sets in. The portion cb, therefore, answers to the actual com- pression of the liquid by the pressure of the atmos- phere. The first to institute exact experiments on the com- pressibility of water, was Oersted, who employed to this end a very ingenious method. A thermometer glass A (Fig. 64) is filled with boiled water and is inverted, with open mouth, into a vessel of mercury. Near it stands a manometer tube B filled with air and likewise inverted with, open mouth in the mercury. The whole ap- paratus is then placed in a vessel filled with water, which is compressed by the aid of a pump. By this means the water in A is also compressed, and the filament of quicksilver which rises in the capillary tube of the thermometer- The first demonstra- tion of the compressi- bility of liquids. The experi- ments of Oersted on this subject. B Fig. 64. 94 THE SCIENCE OF MECHANICS. glass indicates this compression. The alteration of capacity which the glass A suffers in the present in- stance, is merely that arising from the pressing to- gether of its walls by forces which are equal on all sides. The experi- The most delicate experiments on this subject have Grassi. been conducted by Grassi with an apparatus con- structed by Regnault, and computed with the assist- ance of Lamp's correction-formulae. To give a tan- gible idea of the compressibility of water, we will remark that Grassi observed for boiled water at 0° under an increase of one atmospheric pressure a diminution of the original volume amounting to 5 in 100,000 parts.- If we imagine, accordingly, the vessel A to have the capacity of one litre (1000 ccm.), and affix to it a cap- illary tube of I sq. mm. cross-section, the quicksilver filament will ascend in it 5 cm. under a pressure of one atmosphere. Surface- g. Surface-pressure, accordingly, induces a physical pressure in- , . . , . . , , , . . , , , . i duces in alteration in a liquid (an alteration in density), which alteration can be detected by sufficiently delicate means — even optical. We are always at liberty to think that por- tions of a liquid under a higher pressure are more dense, though it may be very slightly so, than parts under a less pressure. The impii- Let US imagine now, we have in a liquid (in the in- cations of . .,., ^ .,,., this fact, tenor of which no forces act and the gravity of which we accordingly neglect) two portions subjected to un- equal pressures and contiguous to one another. The portion under the greater pressure, being denser, will expand, and press against the portion under the less pressure, until the forces of elasticity as lessened on the one side and increased on the other establish equilib- rium at the bounding surface and both portions are equally compressed. THE PRINCIPLES OF STATICS. 95 If we endeavor, now, quantitatively to elucidate our The state- mental conception of these two facts, the easy mobility these impU- and the compressibility of the parts of a liquid, so that they will fit the most diverse classes of experience, we shall arrive at the following proposition : When equilibrium subsists in a liquid, in the interior of which no forces act and the gravity of which we neglect, the same equal pressure is exerted on each and every equal surface-element of that liquid however and wherever situated. The pressure, therefore, is the* same at all points and is independent of direction. Special experiments in demonstration of this prin- ciple have, perhaps, never been instituted with the re- quisite degree of exactitude. But the proposition has by our experience of liquids been made very familiar, and readily explains it. lo. If a liquid be enclosed in a vessel (Fig. 65) Preiimi- nary re- which is supplied with a piston A, the cross-section marks to • -., . _,,., the discuss- of which is unit m area, and with a piston J3 which ion of Pas- cal's deduc- for the time being is made station- cta^ '""' ary, and on the piston A a load / z^^^^mit. be placed, then the same pressure ^I-??_-_ ^^ ^ p, gravity neglected, will prevail l ^££-^- ^r^^ throughout all the parts of the vessel, ^ ^g^^ g^^ The piston will penetrate inward and ^^^^^ ^^^ ^ the walls of the vessel will continue ^^q^'^'mm^ to be deformed till the point is reached P'S- ^s- at which the elastic forces of the rigid and fluid bodies perfectly equilibrate one another. If then we imagine the piston B, which has the cross-section/, to be mov- able, a. force /./ alone will keep it in equilibrium. Concerning Pascal's deduction of the proposition before discussed from the principle of virtual displace- ments, it is to be remarked that the conditions of dis- 96 THE SCIENCE OF MECHANICS. Criticism of placement which he perceived hinge wholly upon the ducfkin! ^"fact of the ready mobility of the parts and on the equality of the pressure throughout every portion of the liquid. If it were possible for a greater compression to take place in one part of a liquid than in another, the ratio of the displacements would be disturbed and Pascal's deduction would no longer be admissible. That the property of the equality of the pressure is a property given in experience, is a fact that cannot be escaped ; as we shall readily admit if we recall to mind that the same law that Pascal deduced for liquids also holds good for gases, where even approximately there can be no question of a constant volume. This latter fact does not afford any difficulty to our view ; but to that of Pascal it does. In the case of the lever also, be it incidentally remarked, the ratios of the virtual dis- placements are assured by the elastic forces of the lever-body, which do not permit of any great devia- tion from these relations. Thebehav- j i. We shall now consider the action of liquids un- louror 11- _ _ ^ * quids under (Jer the influence of gravity. The upper surface of a the action o J jr j- of gravity. liquid in equilibrium is horizontal, NN (^\g. 66). This fact is at once rendered intelligible when we re- flect that every alteration of the sur- face in question elevates the centre of gravity of the liquid, and pushes the liquid mass resting in the shaded space beneath NN and having the centre of gravity 5 into the shaded space above NN having the centre of gravity S' . Which alteration, of course, is at once re- versed by gravity. Let there be in equilibrium in a vessel a heavy liquid with a horizontal upper surface. We consider N N Fig. 66. THE PRiyCIPLES OF STATICS. 97 ity. (Fig. 67) a small rectangular parallelepipedon in the The con- interior. The area of its horizontal base, we will say, is eqi?ubriu a, and the length of its vertical edges dh. The weight subjecled of this parallelepipedon is therefore adhs, where s istfonofgrav- its specific gravity. If the paral- lelepipedon do not sink, this is possible only on the condition that a greater pressure is exerted on the P+dp lower surface by the fluid than on the upper. The pressures on the upper and lower surfaces we will ^^^- ^7- respectively designate as ap and a {p -\- dp). Equi- librium obtains when adh.s =^ adp or dpjdh^ s, where h in the downward direction is reckoned as posi- tive. We see from this that for equal increments of h vertically downwards the pressure / must, correspond- ingly, also receive equal increments. So that / = hs-\'q; and if q, the pressure at the upper surface, which is usually the pressure of the atmosphere, be- comes = 0, we have, more simply, p ^^hs, that is, the pressure is proportional to the depth beneath the sur- face. If we imagine the liquid to be pouring into a ves- sel, and this condition of affairs not yet attained, every liquid particle will then sink until the compressed par- ticle beneath balances by the elasticity developed in it the weight of the particle above. From the view we have here presented it will be fur- Different ther apparent, that the increase of pressure in a liquid tions exist takes place solely in the direction in which gravity ilSeofthe^ acts. Only at the lower surface, at the base, of the gravity, parallelepipedon, is an excess of elastic pressure on the part of the liquid beneath required to balance the weight of the parallelepipedon. Along the two sides of the vertical containing surfaces of the parallelepipedon, gS THE SCIENCE OF MECHANICS. the liquid is in a state of equal compression, since no force acts,in the vertical containing surfaces that would determine a greater compression on the one side than on the other. Level sur- If we picture to ourselves the totality of all the points of the liquid at which the same pressure / acts, we shall obtain a surface — a so-called level surface. If we displace a particle in the direction of the action of gravity, it undergoes a change of pressure. If we dis- place it at right angles to the direction of the action of gravity, no alteration of pressure, takes place. In the latter case it remains on the same level surface, and the element of the level surface, accordingly, stands at right angles to the direction of the force of gravity. Imagining the earth to be fluid and spherical, the level surfaces are concentric spheres, and the directions of the forces of gravity (the radii) stand at right angles to the elements of the spherical surfaces. Similar ob- servations are admissible if the liquid particles be acted on by other forces than gravity, magnetic forces, for example. Theirfuno- The level surfaces afford, in a certain sense, a dia- thought. gram of the force-relations to which a fluid is subjected; a view further elaborated by analytical hydrostatics. 12. The increase of the pressure with the depth be- low the surface of a heavy liquid may be illustrated by a series of experiments which we chiefly owe to Pas- cal. These experiments also well illustrate the fact, that the pressure is independent of the direction. In Fig. 68, I, is an empty glass tube g ground off at the bottom and closed by a metal disc //, to which a string is attached, and the whole plunged into a vessel of water. When immersed to a sufHcient depth we may let the string go, without the metal disc, which is THE PRINCIPLES OF STATICS. 99 c supported by the pressure of the liquid, falling. In 2, the metal disc is replaced by a tiny column of mer- cury. If (3) we dip an open siphon tube filled with mercury into the water, we shall see the mercury, in consequence of the pressure at a, rise into the longer arm. In 4, we see a tube, at the lower extremity of which a leather bag filled with mercury is tied : continued im- mersion forces the mercury higher and higher into the tube. In 5, a piece of wood h is driven by the pressure of the water into the small arm of an empty siphon tube. In 6, a piece of wood H immersed in mercury adheres to the bottom of the vessel, and is pressed firmly against it for as long a time as the mercury is kept from working its way un- derneath it. 13. Once we have made quite clear to ourselves that the pres- sure in the interior of a heavy liquid increases proportionally to the depth below the surface, the law that the pressure at the base of a vessel is independent of its form will be readily perceived. The pressure increases as we de- scend at an equal rate, whether the vessel (Fig. 69) has the form abed or ebcf. In both cases the walls of the vessel where they meet the liquid, go on deforming Pascal's ex- periments on the pressure of liquids. e\i The pres- sure at the base of a vessel inde- pendent of its form. THE SCIENCE OF MECHANICS. Elucida- tion of this fact. Fig. 69. The princi- ple of vir- tual dis- placements applied to the consid- eration of problems of this class. till the point is reached at which they equilibrate by the elasticity developed in them the pressure exerted by the fluid, that is, take the place as regards pressure of the fluid adjoining. This fact is a direct justification of Ste- vinus's fiction of the solidi- fied fluid supplying the place of the walls of the vessel. The pressure on the base always remains Pz^Ahs, where A denotes the area of the base, h the depth of the horizontal plane base below the level, and s the specific gravity of the liquid. The fact that, the walls of the vessel being neg- lected, the vessels i, 2, 3 of Fig. 70 of equal base- area and equal pressure-height weigh differently in the / '> 3 balance, of course in no wise con- ^\-* tradicts the laws of pressure men- tioned. If we take Fig. 70. into account the lateral pressure, we shall see that in the case of i we have left an extra component downwards, and in the case of 3 an extra component upwards, so that on the whole the resultant superficial pressure is always equal to the weight. 14. The principle of virtual displacements is ad- mirably adapted to the acquisition of clearness and comprehensiveness in cases of this character, and we shall accordingly make use of it. To begin with, how- ever, let the following be noted. If the weight q (Fig. 71) descend from position i to position 2, and a weight of exactly the same size move at the same time from THE PRINCIPLES OF STATICS. I Prelimi- "^ nary re- 2 to 3, the work performed in this operation is g h, qh^ =? (-^1 + /zj)' *^^ same, that is, as if the weight ■"^'^'^^ q passed directly from i to 3 and the weight at 2 re- mained in its original position. The observation is easily generalised. / k, 2 3 tu Fig. 71. Let us consider a heavy homogeneous rectangular parallelepipedon, with vertical edges of the length h, base A, and the specific gravity s (Fig. 72). Let this parallelepipedon (or, what is the same thing, its centre of gravity) descend a distance dh. The work done is then Ahs .dh, or, also, A dhs .h. In the first expres- sion we conceive the whole weight Ahs displaced the vertical distance dh ; in the second we conceive the weight A dhs as having descended from the upper shaded space to the lower shaded space the distance h, and leave out of account the rest of the body. f Both methods of concep- ! tion are admissible and f equivalent. 15. With the aid of this observation we shall obtain a clear insight into the paradox of Pascal, which consists of the following. The vessel g (Fig. 73), fixed to a separate support and - consisting of a narrow upper and a very broad lower cylinder, is closed at the bottom by a movable piston, Fig. 73- I02 THE SCIENCE OF MECHANICS. which, by means of a string passing through the axis of the cyhnders, is independently suspended from the extremity of one arm of a balance. If g be filled with water, then, despite the smallness of the quantity of water used, there will have to be placed on the other scale-pan, to balance it, several weights of consider- able size, the sum of which will be A lis, where A is the piston-area, h the height of the liquid, and s its specific gravity. But if the liquid be frozen and the mass loosened from the walls of the vessel, a very small weight will be sufficient to preserve equilibrium. The expia- Let US look to the virtual displacements of the two nation of _,. ^ t i /> - i - the paradox cases (rig. 74). In the first case, supposing the pis- ton to be lifted a distance dh, the virtual moment is Adhs .h ox Ahs.dh. It thus comes to the same thing, \dh whether we consider the m ass that the motion of the piston / dmimm •= — ¥ii displaces to be lifted to the upper surface of the fluid ^'^' ''''■ through the entire pressure- height, or consider the entire weight Ahs lifted the distance of the piston-displacement dh. In the second case, the mass that the piston displaces is not lifted to the upper surface of the fluid, but suffers a displace- ment which is much smaller— the displacement, namely, of the piston, li A, a are the sectional areas respect- ively of the greater and the less cylinder, and k and / their respective heights, then the virtual moment of the present case is Adhs . k -\-' adhs . I ^ {A k -\- al) s. dh; which is equivalent to the lifting of a much smaller weight (^A k -\- al) s, the distance dh. 16. The laws relating to the lateral pressure of liquids are but slight modifications of the laws of ba,sal THE PRINCIPLES OF STATICS. 103 pressure. If we have, for example, a cubical vessel The laws of of I decimetre on the side, which is a vessel of litre pressure, capacity, the pressure on any one of the vertical lateral walls A BCD, when the vessel is filled with water, is easily determinable. The deeper the migratory element considered descends beneath the surface, the greater the pressure will be to which it is subjected. We easily perceive, thus, that the pressure on a lateral wall is rep- resented by a wedge of water AB CD HI resting upon the wall horizontally y] £ placed, where ID is at right angles to BD and ID = IICz=AC. The lateral pressure accor- ^^ dingly is equal to half a kilogramme. To determine the point of application of the resultant pressure, conceive A BCD again horizontal with the water-wedge resting upon it. We cut o^ AK =z BL =^IAC, draw the straight line KL and bisect it at M; M is the point of application sought, for through this point the vertical line cutting the centre of gravity of the wedge passes. A plane inclined figure forming the base of a vessel The pres- surG on £L filled with a liquid, is divided into the elements a, a , plane in- a' . . with the depths h, h' , h" . . . below the level of the liquid. The pressure on the base is {ah-\- oi h' -\- a" h'' -\- . . .) s. If we call the total base-area A, and the depth of its centre of gravity below the surface H, then ah + a'h' + a"h" -f . . . ah-\- a'h' + Fig- 75- a + a' + a" + . . . A whence the pressure on the base is AHs. -=H, I04 THE SCIENCE OF MECHANICS. The deduc- tion of the principle of Archime- des maybe effected in various ways. One meth- od. Another method in- volving the principle of virtual dis- placements. 17. The principle of Archimedes can be deduced in various ways. After the manner of Stevinus, let us conceive in the interior of the liquid a portion of it solidified. This portion now, as before, will be sup- ported by the circumnatant liquid. The resultant of the forces of pressure acting on the surfaces is accor- dingly applied at the- centre of gravity of the liquid dis- placed by the solidified body, and is equal and opposite to its weight. If now we put in the place of the solid- ified liquid another different body of the same form, but of a different specific gravity, the forces of pressure at the surfaces will remain the same. Accordingly, there now act on the body two forces, the weight of the body, applied at the centre of gravity of the body, and the up- ward buoyancy, the resultant of the surface-pressures, applied at the centre of gravity of the displaced liquid. The two centres of gravity in question coincide only in the case of homogeneous solid bodies. If we immerse a rectangular parallelepipedon of al- titude h and base a, with edges vertically placed, in a liquid of specific gravity s, then the pressure on the upper basal surface, when at a depth k below the level of the liquid is aks, while the pressure on the lower surface is a {It -\- h) s. As the lateral pressures destroy each other, an excess of pressure ahs upwards re- mains ; or, where v denotes the volume of the paral- lelepipedon, an excess v . s. We shall approach nearest the fundamental con- ception from which Archimedes started, by recourse to the principle of virtual displacements. Let a paral- lelepipedon (Fig. 76) of the specific gravity ff, base a, and height A sink the distaiice d/i. The virtual mo- ment of the transference from the upper into the lower shaded space of the figure will he adk. ff/i. But while THE PRINCIPLES OF STA TICS. 105 this is done, the liquid rises from the lower into the up- per space, and its moment is adhsh. The total vir- tual moment is therefore ah {a — s)dh^{^p — q) dh, where / denotes the weight of the body and q the weight of the displaced liquid. B Fig. 76. Fig. 77. 18. The question might occur to us, whether the upward pressure of a body in a liquid is affected by the. immersion of the latter in another liquid. As a fact, this very question has been proposed. Let therefore (Fig. 77) a body K be submerged in a liquid A and the liquid with the containing vessel in turn submerged in another liquid B. If in the determination of the loss of weight in A it were proper to take account of the loss of weight of A in B, then K''s loss of weight would necessarily vanish when the fluid B became identical with A. Therefore, K immersed in A would suffer a loss of weight and it would suffer none. Such a rule would be nonsensical. With the aid of the principle of virtual displace- ments, we easily comprehend the more complicated cases of this character. If a body be first gradually immersed in B, then partly in B and partly in A, finally in A wholly ; then, in the second case, consider- ing the virtual moments, both liquids are to be taken into account in the proportion of the volume of the body immersed in them. But as soon as the body is wholly immersed in A, the level of A on further dis- Is the buoy- ancy of a body in a liquid af- fected by the immer- sion of that liquid in a second liquid? The eluci- dation of more com- plicated cases of this class. io6 THE SCIENCE OF MECHANICS. The Archi- medean principle il- lustrated by an experi- ment. The coun- ter-experi- ment, Remarks on the experi- ment. placement no longer rises, and therefore B is no longer of consequence. 19. Archimedes's principle maybe illustrated by a pretty experiment. From the one extremity of a scale- beam (Fig. 78) we hang a hollow cube H, and beneath it a solid cube M, which exactly fits into the first cube. We put weights into the opposite pan, until the scales are in equilibrium. If now M be submerged in water by lifting a vessel which stands beneath it, the equilibrium will be dis- turbed ; but it will be immediately re- stored if H, the hollow cube, be filled with water. A counter-experiment is the follow- ing. H is left suspended alone at the one extremity of the balance, and into the opposite pan is placed a vessel of water, above which on an independent support J/hangs by a thin wire. The scales are brought to equilibrium. If nowJ/be lowered until it is im- mersed in the water, the equilibrium of the scales will be disturbed ; but on filling H with water, it will be restored. At first glance this. experiment appears a little para- doxical. We feel, however, instinctively, that M can- not be immersed in the water without exerting a pres- sure that affects the scales. When we reflect, that the level of the water in the vessel rises, and that the solid body M equilibrates the surface-pressure of the water surrounding it, that is to say represents and takes the place of an equal volume of water, it will be found that the paradoxical character of the experiment van- ishes. Fig. 78. THE PRINCIPLES OF STATICS. 107 20. The most important statical principles have The gene- been reached in the investigation of solid bodies. This pies of stat- ■j 111 7. -7 1 • • -i ics might course is accidentally the historical one, but it is by no have been means the only possible and necessary one. The dif- the investi- ferent methods that Archimedes, Stevinus, Galileo, and fluid bodies the rest, pursued, place this idea clearly enough before the mind. As a matter of fact, general statical princi- ples, might, with the assistance of some very simple propositions from the statics of rigid bodies, have been reached in the investigation of liquids. Stevinus cer- tainly came very near such a discovery. We shall stop a moment to discuss the question. Let us imagine a liquid, the weight of which we neg- The dis- lect. Let this liquid be enclosed in a vessel and sub- illustration jected to a definite pressure. A portion of the liquid, statement. let us suppose, solidifies. On the closed surface nor- mal forces act proportional to the elements of the area, and we see without difficulty that their resultant will always be ^= 0. If we mark off by a closed curve a portion of the closed surface, we obtain, on either side of it, a non- closed surface. All surfaces which are bounded by the same curve (of double curvature) and on which forces act normally (in the same sense) pro- portional to the elements of the area, have lines coincident in position for the resultants of these forces. Let us suppose, now," that a fluid cylinder, determined by any closed plane curve as the perimeter of its base, solidifies. We may neglect the two basal sur- faces, perpendicular to the axis. And instead of the cylindrical surface the closed curve simply may be con- sidered. From this method follow quite analogous io8 THE SCIENCE OF MECHANICS. The dis- propositions for normal forces proportional to the ele- cussion and . , illustration ments ot a plane curve. statement. If the closed curve pass into a triangle, the con- sideration will shape itself thus. The resultant normal forces applied at the middle points of the sides of the triangle, we represent in direction, sense, and magni- tude by straight lines (Fig. 80). The _ lines mentioned intersect at a point — the centre of the circle described about the triangle. It will further be noted. Fig. 80. 'CnsX by the simple parallel displace- ment of the lines representing the forces a triangle is constructible which is similar and congruent to the original triangle. Tiiededuc- Thence follows this proposition : tion of the Air i • i ■ triangle of Any three forces, which, actmg at a pomt, are pro- forces bv this method portional and parallel in direction to the sides of a tri- angle, and which on meeting by parallel displacement form a congruent triangle, are in equilibrium. We see at once that this proposition is simply a different form of the principle of the parallelogram of forces. If instead of a triangle we imagine a polygon, we shall arrive at the familiar proposition of the polygon of forces. We conceive now in a heavy liquid of specific gravity n a portion solidified. On the element a of the closed encompassing surface there acts a normal force anz, where %\& the distance of the element from the level of the liquid. We know from the outset the result. Similar de- If normal forces which are determined by anz, duction of , . another im- where a denotes an element ot area and z its perpen- portant pro- , . , , . . . , ^ , , position, dicular distance from a given plane E, act on a closed surface inwards, the resultant will be V. h, in which ex- pression V represents the enclosed volume. The THE PRINCIPLES OF STATICS. 109 resultant acts at the centre of gravity of the volume, is perpendicular to the plane mentioned, and is directed towards this plane. Under the same conditions let a rigid curved surface The propo- be bounded by a plane curve, which encloses on the deduced, a plane the area ^. The resultant of the forces acting of Greens . Theorem. on the curved surface is R, where E^ ^ {AZ uy + {Vny — AZVk'^ cos V, in which expression Z denotes the distance of the centre of gravity of the surface A from E, and v the normal angle of E and A. In the proposition of the last paragraph mathe- matically practised readers will have recognised a par- ticular case of Green's Theorem, which consists in the reduction of surface-integrations to volume-integra- tions or vice versa. We may, accordingly, see into the force-system of aTheimpii- fluid in equilibrium, or, if you please, see out of it, sys- the view tems of forces of greater or less comple'xity, and thus reach by a short path propositions a posteriori. It is a mere accident that Stevinus did not light on these propositions. The method here pursued corresponds exactly to his. In this manner new discoveries can still be made. 21. The paradoxical results that were reached in Fruitful re- ,. .. ri--i T-i -1 [ suits of the the investigation of liquids, supplied a stimulus to fur- investiga- . 1T11J1 LTX tionsofthis ther reflection and research. It should also not be left domain, unnoticed, that the conception of a physico-mechanical continuum was first formed on the occasion of the in- vestigation of liquids. A much freer and much more fruitful mathematical mode of view was developed thereby, than was possible through the study even of no THE SCIENCE OF MECHANICS, systems of several solid bodies. The origin, in fact, of important modern mechanical ideas, as for instance that of the potential, is traceable to this source. VII. THE PRINCIPLES OF STATICS IN THEIR APPLICATION TO GASEOUS BODIES. Character I . The Same views that subserve the ends of science of this de- . . . , . . , 1-1 partment of in the investigation of liquids are applicable with but slight modifications to the investigation of gaseous bodies. To this extent, therefore, the investigation of gases does not afford mechanics any very rich returns. Nevertheless, the first steps that were taken in this province possess considerable significance from the point of view of the progress of civilisation and so have a high import for science generally. The eius- Although the ordinary man has abundant oppor- its subject- tunity, by his experience of the resistance of the air, by the action of the wind, and the confinement of air in bladders, to perceive that air is of the nature of a body, yet this fact manifests itself infrequently, and never in the obvious and unmistakable way that it does in the case of solid bodies and fluids. It is known, to be sure, but is not sufficiently familiar to be prominent in popu- lar thought. In ordinary life the presence of the air is scarcely ever thought of. (See p. 517. ) The effect Although the ancients, as we may learn from the of the first . __.. . ^ . , . i disclosures accounts 01 Vitruvius, possessed instruments which, ince. like the so-called hydraulic organs, were based on the condensation of air, although the invention of the air- gun is traced back to Ctesibius, and this instrument was also known to Guericke, the notions which people held with regard to the nature of the air as late even THE PRINCIPLES OF STATICS. njiivitf 'iii"'ii 'I'" OTTO De GUERICKE Serenifs.-i. Potentifs; Elector : Brandebi Confilmrius « Civitat:Magdel5.Coimu- 112 THE SCIENCE OF MECHANICS. as the seventeenth century were exceedingly curious and loose. We must not be surprised, therefore, at the intellectual commotion which the first more important experiments in this direction evoked. The enthusiastic description which Pascal gives of Boyle's air-pump ex- periments is readily comprehended, if we transport our- selves back into the epoch of these discoveries. What indeed could be more wonderful than the sudden dis- covery that a thing which we do not see, hardly feel, and take scarcely any notice of, constantly envelopes us on all sides, penetrates all things ; that it is the most important condition of life, of combustion, and of gi- gantic mechanical phenomena. It was on this occa- sion, perhaps, first made manifest by a great and strik- ing disclosure, that physical science is not restricted to the investigation of palpable and grossly sensible processes. The views 2. In Galileo's time philosophers explained the entertained , r ^ ■ . i . • r ■ i on this sub- phenomenon oi suction, the action oi syringes and leo's'time.' pumps by the so-called horror vacui — nature's abhor- rence of a vacuum. Nature was thought to possess the power of preventing the formation of a vacuum by laying hold of the first adjacent thing, whatsoever it was, and immediately filling up with it any empty space that arose. Apart from the ungrounded speculative element which this view contains, it must be conceded, that to a certain extent it really represents the phe- nomenon. The person competent to enunciate it must actually have discerned some principle in the phenom- enon. This principle, however, does not fit all cases. Galileo is said to have been greatly surprised at hearing of a newly constructed pump accidentally supplied with a very long suction-pipe which was not able to raise water to a height of more than eighteen Italian THE PRINCIPLES OF STATICS. 113 ells. His first thought was that the horror vacui (or the resistenza del vacuo") possessed a measurable power. The greatest height to which water could be raised by suc- tion he called altezza limitaiissima. He sought, more- over, to determine directly the weight able to draw out of a closed pump-barrel a tightly fitting piston resting on the bottom. 3. ToRRiCELLi hit upon the idea of measuring the Torriceiii's . experimeDL resistance to a vacuum by a column of mercury mstead of a column of water, and he expected to obtain a col- umn of about yij of the length of the water column. His expectation was confirmed by the experiment per- formed in 1643 by Viviani in the well-known manner, and which bears to-day the name of the Torricellian experiment. A glass tube somewhat over a metre in length, sealed at one end and filled with mercury, is stopped at the open end with the finger, inverted in a dish of mercury, and placed in a vertical position. Re- moving the finger, the column of mercury falls and re- mains stationary at a height of about 76 cm. By this experiment it was rendered quite probable, that some very definite pressure forced the fluids into the vacuum. What pressure this was, Torricelli very soon divined. Galileo had endeavored, some time before this, to Galileo's determine the weight of the air, by first weighing a weigh air. glass bottle containing nothing but air and then again weighing the bottle after the air had been partly ex- pelled by heat. It was known, accordingly, that the air was heavy. But to the majority of men the horror vacui and the weight of the air were very distantly connected notions. It is possible that in Torriceiii's case the two ideas came into sufficient proximity to lead him to the conviction that all phenomena ascribed to the horror vacui were explicable in a simple and 114 "^HE SCIENCE OF MECHANICS. Atmospher- logical manner by the pressure exerted by the weight disOTTC^ed of a fluid column — a column of air. Torricelli discov- ceiii""'" ered, therefore, the pressure of the atmosphere ; he also first observed by means of his column of mercury the variations of the pressure of the atmosphere. 4. The news of Torricelli's experiment was circu- lated in France by Mersenne, and came to the knowl- edge of Pascal in the year 1644. The accounts of the theory of the experiment were presumably so imper- fect that Pascal found it necessary to reflect indepen- dently thereon. {Pesanteur de Pair. Paris, 1663.) Pascal's ex- He repeated the experiment with mercury and with periments. . , . . . , a tube of water, or rather of red wme, 40 feet m length. He soon convinced himself by inclining the tube that the space above the column of fluid was really empty ; and he found himself obliged to defend this view against the violent attacks of his countrymen. Pascal pointed out an easy way of producing the vacuum which they regarded as impossible, by the use of a glass syringe, the nozzle of which was closed with the finger under water and the piston then drawn back without much difficulty. Pascal showed, in addition, that a curved siphon 40 feet high filled with water does not flow, but can be made to do so by a sufficient inclination to the perpendicular. The same experiment was made on a smaller scale with mercury. The same siphon flows or does not flow according as it is placed in an inclined or a vertical position. In a later performance, Pascal refers expressly to the fact of the weight of the atmosphere and to the pressure due to this weight. He shows, that minute animals, like flies, are able, without injury to them- selves, to stand a high pressure in fluids, provided only the pressure is equal on all sides ; and he applies this THE PRINCIPLES OF STATICS. "5 Fig. 8i. at once to the case of fishes and of animals that live in The anai- the air. Pascal's chief merit, indeed, is to have estab- Uquid "nl" lished a complete analogy between the phenomena con- fc "pressure. ditioned by liquid pressure (water-pressure) and those conditioned by atmospheric pressure. 5. By a series of experiments Pascal shows that mercury in consequence of atmospheric pressure rises into a space containing no air in the same way that, in consequence of water-pressure, it rises into a space containing no water. If into a deep ves- sel filled with water (Fig. 81) a tube be sunk at the lower end of which a bag of mercury is tied, but so inserted that the upper end of the tube projects out of the water and thus contains only air, then the deeper the tube is sunk into the water the higher will the mercury, subjected to the constantly increasing pressure of the water, as- cend into the tube. The experiment can also be made, with a siphon-tube, or with a tube open at its lower end. Undoubtedly it was the attentive consideration of The height of raoun- this very phenomenon that led Pascal to the idea that tains deter- the barometer-column must necessarily stand lower atthebarom- eter. the summit of a mountain than at its base, and that it could accordingly be employed to determine the height of mountains. He communicated this idea to his brother-in-law, Perier, who forthwith successfully performed the experiment on the summit of the Puy de Dome. (Sept. 19, 1648.) Pascal referred the phenomena connected with ad- Adhesion ■^ plates. hesion-plates to the pressure of the atmosphere, and gave as an illustration of the principle involved the re- sistance experienced when a large hat lying flat on a table is suddenly lifted. The cleaving of wood to the Il6 THE SCIENCE OF MECHANICS. A siphon which acts by water- pressure. bottom of a vessel of quicksilver is a phenomenon of the same kind. Pascal imitated the flow produced in a siphon by atmospheric pressure, by the use of water-pressure. The two open unequal arms a and ^ of a three-armed tube ab c (Fig. 82) are dipped into the vessels of mercury e and d. If the whole arrangement then be immersed in a deep vessel of water, yet so that the long open branch shall always project above the upper surface, the mercury will gradually rise in the branches a and b, the columns finally unite, and a stream begin to flow from the vessel d to the vessel e through the siphon-tube open above Fig. 83. Pascal's modifica- tion of the Torricelli- an experi- ment. to the air. d The Torricellian experiment was modi- fied by Pascal in a very ingenious manner. A tube of the form abed (Fig. 83), of double the length of an ordinary barom- eter-tube, is filled with mercury. The openings a and b are closed with the fin- gers and the tube placed in a dish of mercury with the end a downwards. If now a be opened, the mercury va. cd will all fall into the expanded portion at c, and the mercury 'v\ ab will sink to the height of the ordinary barometer-column. A vac- uum is produced at b which presses the finger closing the hole painfully inwards. If b also be opened the column 'v!\ ab will sink completely, while the mercury in the expanded portion c, being now exposed to the pressure of the K:y Fig. 83. THE PRINCIPLES OF STATICS. 117 atmosphere, will rise in c d to the height of the barom- eter-column. Without an air-pump it was hardly pos- sible to combine the experiment and the counter- experiment in a simpler and more ingenious manner than Pascal thus did. 6. With regard to Pascal's mountain-experiment, Supple- mentary re- we shall add the following brief supplementary remarks, marks on Pascal's Let b„ be the height of the barometer at the level of mountain- T 1 - r 11 • <• experiment the sea, and let it fall, say, at an elevation of m metres, to kb^, where /J is a proper fraction. At a further eleva- tion of m metres, we must expect to obtain the barom- eter-height k .kb^, since we here pass through a stratum of air the density of which bears to that of the first the proportion oi k -.X. If we pass upwards to the altitude h=^ n . m metres, the barometer-height corresponding thereto will be b,, = k".b^or„=^^^}^^^or log k The principle of the method is, we see, a very simple one ; its difficulty arises solely from the multifarious collateral conditions and corrections that have to be looked to. 7. The most original and fruitful achievements in The experi. 1 1 . r .. • . /^ r^ ments of the domain of aerostatics we owe to Utto von (jUE- otto von RiCKE. His experiments appear to have been suggested in the main by philosophical speculations. He pro- ceeded entirely in his own way ; for he first heard of the Torricellian experiment from Valerianus Magnus at the Imperial Diet of Ratisbon in 1654, where he dem- onstrated the experimental discoveries made by him about 1650. This statement is confirmed by his method ii8 THE SCIENCE OF MECHANICS. of constructing a water-barometer which was entirely different from that of Torricelli. Thehistori- Guericke's book (Experiment a nova, ut vocantur, cal value oE r •. \ i- Guericke's Magdeourgica. Amsterdam. 1672) makes us reahse book. , . , . . rr\-\ r the narrow views men took m his time. The fact that he was able gradually to abandon these views and to acquire broader ones by his individual endeavor speaks favorably for his intellectual powers. We perceive with astonishment how short a space of time separates us from the era of scientific barbarism, and can no lon- ger marvel that the barbarism of the social order still so oppresses us. its specula- In the introduction to this book and in various other live charac- , „.. . ,. . ter. places, (jruericke, in the midst of his experimental in- vestigations, speaks of the various objections to the Copernican system which had been drawn from the Bible, (objections which he seeks to invalidate,) and discusses such subjects as the locality of heaven, the locality of hell, and the day of judgment. Disquisi- tions on empty space occupy a considerable portion of the work. Guericke's Guericke regards the air as the exhalation or odor notion of ^ , . . i • i ■ i the air. of bodies, which we do not perceive because we have been accustomed to it from childhood. Air, to him, is not an element. He knows that through the effects of heat and cold it changes its volume, and that it is compressible in Hero's Ball, or Fi'/a Heronis \ on the basis of his own experiments he gives its pressure at 20 ells of water, and expressly speaks of its weight, by which flames are forced upwards. 8. To produce a vacuum, Guericke first employed a wooden cask filled with water. The pump of a fire- engine was fastened to its lower end. The water, it was thought, in following the piston and the action of THE PRINCIPLES OF STATICS. 119 Guericke's First Experiments. {Experim, Magdeb.) THE SCIENCE OF MECHANICS. His at- gravity, would fall and be pumped out. Guericke ex- produce a pected that empty space would remain. The fastenings vacuum. success. of the pump repeatedly proved to be too weak, since in consequence of the atmospheric pressure that weighed on the piston considerable force had to be applied to move it. On strengthening the fastenings three power- ful men finally accomplished the exhaustion. But, meantime the air poured in through the joints of the cask with a loud blast, and no vacuum was obtained. In a subsequent experiment the small cask from which the water was to be exhausted was immersed in a larger one, likewise filled with water. But in this case, too, the water gradually forced its way into the smaller cask. His final Wood having proved in this way to be an unsuit- able material for the purpose, and Guericke having re- marked in the last experiment indications of success, the philosopher now took a large hollow sphere of copper and ventured to exhaust the air directly. At the start the exhaustion was successfully and easily conducted. But after a few strokes of the piston, the pumping became so difficult that four stalwart men {viri quadrati), putting forth their utmost efforts, could hardly budge the piston. And when the exhaustion had gone still further, the sphere suddenly collapsed, with a violent report. Finally by the aid of a copper vessel of perfect spherical form, the production of the vacuum was successfully accomplished. Guericke de- scribes the great force with which the air rushed in on the opening of the cock. g. After these experiments Guericke constructed an independent air-pump. A great glass globular re- ceiver was mounted and closed by a large detachable tap in which was a stop-cock. Through this opening the objects to be subjected to experiment were placed THE PRINCIPLES OF STATICS. 121 y- in the receiver. To secure more perfect closure the Guericke's 1 T • 1 ■ 1 J air-pump. receiver was made to stand, with its stop-cock under water, on a tripod, beneath which the pump proper was Guericke's Air-pump. {Experim. Magdeb.) placed. Subsequently, separate receivers, connected with the exhausted sphere, were also employed in the experiments. 122 THE SCIENCE OF MECHANICS. The curious The phenomena which Guericke observed with this observed by apparatus are manifold and various. The noise which the air- water in a vacuum makes on striking the sides of the glass receiver, the violent rush of air and water into exhausted vessels suddenly opened, the escape on ex- haustion of gases absorbed in liquids, the liberation of their fragrance, as Guericke expresses it, were imme- diately remarked, A lighted candle is extinguished on exhaustion, because, as Guericke conjectures, it derives its nourishment from the air. Combustion, as his striking remark is, is not an annihilation, but a transformation of the air. A bell does not ring in a vacuum. Birds die in it. Many fishes swell up, and finally burst. A grape is kept fresh in vacuo for over half a year. By connecting with an exhausted cylinder a long tube dipped in water, a water-barometer is constructed. The column raised is 19-20 ells high; and Von Guericke explained all the effects that had been ascribed to the horror vacui by the principle of atmospheric pressure. An important experiment consisted in the weighing of a receiver, first when filled with air and then when exhausted. The weight of the air was found to vary with the circumstances ; namely, with the temperature and the height of the barometer. According to Gue- ricke a definite ratio of weight between air and water does not exist. The experi- But the deepest impression on the contemporary mentsrelat- -^ -' ingto at- world was made by the experiments relating to atmos- mospheric . at pressure, pheric pressure. An exhausted sphere formed of two hemispheres tightly adjusted to one another was rent asunder with a violent report only by the traction of sixteen horses. The same sphere was suspended from THE PRINCIPLES OF STATICS. 123 a beam, and a heavily laden scale-pan was attached to the lower half. The cylinder of a large pump is closed by a piston. To the piston a rope is tied which leads over a pulley and is divided into numerous branches on which a great number of men pull. The moment the cylinder is connected with an exhausted receiver, the men at the ropes are thrown to the ground. In a similar manner a huge weight is lifted. Guericke mentions the compressed-air gun as some- Guericke's Hirudin thing already known, and constructs independently an instrument that might appropriately be called a rari- fied-air gun. A bullet is driven by the external atmos- pheric pressure through a suddenly exhausted tube, forces aside at the end of the tube a leather valve which closes it, and then continues its flight with a consider- able velocity. Closed vessels carried to the summit of a mountain and opened, blow out air ; carried down again in the same manner, they suck in air. From these and other experiments Guericke discovers that the air is elastic. ID. The investigations of Guericke were continued The investi- . gations of by an Englishman, Robert Boyle.* The new experi- Robert . Boyle. ments which Boyle had to supply were few. He ob- serves the propagation of light in a vacuum and the action of a magnet through it ; lights tinder by means of a burning glass ; brings the barometer under the re- ceiver of the air-pump, and was the first to construct a balance-manometer ["the statical manometer"]. The ebullition of heated fluids and the freezing of water on exhaustion were first observed by him. Of the air-pump experiments common at the present day may also be mentioned that with falling bodies, * And published by him in 1660, before the work of Von Guericke. — Trans. 124 THE SCIENCE OF MECHANICS. The fall ot which Confirms in a simple manner the view of GaHleo vacuum, that when the resistance of the air has been ehminated light and heavy bodies both fall with the same velo- city. In an exhausted glass tube a leaden bullet and a piece of paper are placed. Putting the tube in a ver- tical position and quickly turning it about a horizontal axis through an angle of i8o°, both bodies will be seen to arrive simultaneously at the bottom of the tube. Quantita- Of the quantitative data we will mention the fol- live data. . . ,^, , . lowing. The atmospheric pressure that supports a column of mercury of 76 cm. is easily calculated from the specific gravity 13 -So of mercury to be i 0336 kg. to 1 sq.cm. The weight of 1000 cu.cm. of pure, dry air at 0° C. and 760 mm. of pressure at Paris at an ele- vation of 6 metres will be found to be i -293 grams, and the corresponding specific gravity, referred to water, to be 0-001293. The discov- 1 1 . Guericke knew of only one kind of air. We ery of other . . gaseous may imagine therefore the excitement it created when substances. . - , , . , m 1755 Black discovered carbonic acid gas (fixed air) and Cavendish in 1766 hydrogen (inflammable air), discoveries which were soon followed by other similar ones. The dissimilar physical properties of gases are very strik- ing. Faraday has il- lustrated their great inequality of weight by a beautiful lecture- experiment. If from a balance in equilib- rium, we suspend (Fig. 84) two beakers A, B, the one in an upright position and the other with its opening downwards, we may pour heavy carbonic acid gas from Fig. 84. THE PRINCIPLES OF STATICS. 125 above into the one and light hydrogen from beneath into the other. In both instances the balance turns in the direction of the arrow. To-day, as we know, the decanting of gases can be made directly visible by the optical method of Foucault and Toeppler. 12. Soon after Torricelli's discovery, attempts were The mercu- made to employ practically the vacuum thus produced, pump. The so-called mercurial air-pumps were tried. But no such instrument was successful until the present cen- tury. The mercurial air-pumps now in common use are really barometers of which the extremities are sup- plied with large expansions and so connected that their difference of level may be easily varied. The mercury takes the place of the piston of the ordinary air-pump. 13. The expansive force of the air, a property ob- Boyle's law. served by Guericke, was more accurately investigated by Boyle, and, later, by Mariotte. The law which both found is as follows. If Vh& called the volume of a given quantity of air and P its pressure on unit area of the containing vessel, then the product V. P is always == a constant quantity. If the volume of the enclosed air be reduced one-half, the air will exert double the pressure on unit of area ; if the volume of the enclosed quantity be doubled, the pressure will sink to one-half ; and so on. It is quite correct — as a number of English writers have maintained in recent times — that Boyle and not Mariotte is to be regarded as the discoverer of the law that usually goes by Marietta's name. Not only is this true, but it must also be added that Boyle knew that the law did not hold exactly, whereas this fact appears to have escaped Mariotte. The method pursued by Mariotte in the ascertain- ment of the law was very simple. He partially filled 126 THE SCIENCE OF MECHANICS. experi- ments. His appa- ratus. Mariotte's Torricellian tubes with mercury, measured the volume of the air remaining, and then performed the Torricel- lian experiment. The new volume of air was thus obtained, and by subtract- ing the height- of the column of mer- cury from the barometer-height, also the new pressure to which the same quantity of air was now subjected. To condense the air Mariotte em- ployed a siphon^tube with vertical arms. The smaller arm in which the air was contained was sealed at the upper end ; the longer, into which the mercury was poured, was open at the upper end. The volume of the air was read off on the graduated tube, and to the difference of level of the mercury in the two arms the barometer- height was added. At the present day both sets of experiments are performed in the simplest manner by fastening a cylindrical glass tube (Fig. 86) rr, closed at the top, to a vertical scale and connecting it by a caoutchouc tube kk with a second open glass tube r' r' , which is movable up and down the scale. If the tubes be partly filled with mercury, any difference of level whatsoever of the two surfaces of mer- cury may be produced by displacing / /, and the corresponding variations of volume of the air enclosed in r r observed. It struck Mariotte on the occasion of his investiga- tions that any small quantity of air cut off completely Fig. 86. THE PRINCIPLES OF STATICS. 127 from the rest of the atmosphere and therefore not The expan- directly affected by the latter's weight, also supported isolated the barometer-column ; as where, to give an instance, the atmos- the open arm of a barometer-tube is closed. The simple explanation of this phenomenon, which, of course, Mariotte immediately found, is this, that the air before enclosure must have been compressed to a point at which its tension balanced the gravitational pressure of.the atmosphere ; that is to say, to a point at which it exerted an equivalent elastic pressure. We shall not enter here into the details of the ar- rangement and use of air-pumps, which are readily understood from the law of Boyle and Mariotte. 14. It simply remains for us to remark, that the dis- coveries of aerostatics furnished so much that was new and wonderful that a valuable intellectual stimulus pro- ceeded from the science. CHAPTER II. THE DEVELOPMENT OF THE PRINCIPLES OF DYNAMICS. Dynamics wholly a modern science. Galileo's achievements. I. We now pass to the discussion of the funda- mental principles of dynamics. This is entirely a mod- ern science. The mechanical speculations of the an- cients, particularly of the Greeks, related wholly to statics. Dynamics was founded by Galileo. We shall readily recognise the correctness of this assertion if we but consider a moment a few propositions held by the Aristotelians of Galileo's time. To explain the descent of heavy bodies and the rising of light bodies, (in li- quids for instance,) it was assumed that every thing and object sought its, place : the place of heavy bodies was below, the place of light bodies was above. Motions were divided into natural motions, as that of descent, and violent motions, as, for example, that of a pro- jectile. From some few superficial experiments and observations, philosophers had concluded that heavy bodies fall more quickly and lighter bodies more slowly, or, more precisely, that bodies of greater weight fall more quickly and those of less weight more slowly. It is sufficiently obvious from this that the dynamical knowledge of the ancients, particularly of the Greeks, was very insignificant, and that it was left to modern THE PRINCIPLES OF DYNAMICS. i2g times to lay the true foundations of this department of inquiry. (See Appendix, VII., p. 520.) 2. The treatise Discorsi e dimostrazioni inatematiche, in which Galileo communicated to the world the first I30 THE SCIENCE OF MECHANICS. Galileo's dynamical investigation of the laws of falling bodies, investiga- . . , /^ ti j- tionof the appeared in i6s8. The modern spirit that Cjanieo dis- laws of fall- '^ . . , , , , , , r ing bodies, covers IS evidenced here, at the very outset, by the lact that he does not ask why heavy bodies fall, but pro- pounds the question, Hoiv do heavy bodies fall ? in , agreement with what law do freely falling bodies move? The method he employs to ascertain this law is this. He makes certain assumptions. He does not, however, like Aristotle, rest there, but endeavors to ascertain by trial whether they are correct or not. His first, The first theory on which he lights is the following. erroneous ■ , . , -111 r 1 r n- 1 1 theory. It seems m his eyes plausible that a freely falling body, inasmuch as it is plain that its velocity is constantly on the increase, so moves that its velocity is double after traversing double the distance, and triple after traversing triple the distance ; in short, that the veloci- ties acquired in the descent increase proportionally to the distances descended through. Before he pro- ceeds to test experimentally this hypothesis, he reasons on it logically, implicates himself, however, in so doing, in a fallacy. He says, if a body has acquired a certain velocity in the first distance descended through, double the velocity in double such distance descended through, and so on ; that is to say, if the velocity in the second instance is double what it is in the first, then the double distance will be traversed in the same time as the origi- nal simple distance. If, accordingly, in the case of the double distance we conceive the first half trav- ersed, no time will, it would seem, fall to the account of the second half. The motion of a falling body ap- pears, therefore, to take place instantaneously; which not only contradicts the hypothesis but also ocular evi- dence. We shall revert to this peculiar fallacy of Galileo's later on. THE PRINCrPLES OF DYNAMICS. 131 3. After Galileo fancied he had discovered this as- Hissecond, sumption to be untenable, he made a second one, ac- sumption. cording to which the velocity acquired is proportional to the time of the descent. That is, if a body fall once, ,and then fall again during twice as long an interval of time as it first fell, it will attain in the second instance double the velocity it acquired in the first. He found no self-contradiction in this theory, and he accordingly proceeded to investigate by experiment whether the assumption accorded with observed facts. It was dif- ficult to prove by any direct means that the velocity acquired was proportional to the time of descent. It was easier, however, to investigate by what law the distance increased with the time ; and he consequently deduced from his assumption the relation that obtained between the distance and the time, and tested this by experiment. The deduction is simple, distinct, and per- fectly correct. He draws (Fig. 87) a straight line, and on it cuts off successive por- O^ tions that represent to him Fig- 87. the times elapsed. At the extremities of these por- tions he erects perpendiculars (ordinates), and these represent the velocities acquired. Any portion OG 6i the line OA denotes, therefore, the time of descent elapsed, and the corresponding perpendicular GIT the velocity acquired in such time. If, now, we fix our attention on the progress of the velocities, we shall observe with Galileo the following fact : namely,- that at the instant C, at which one-half OC oi the time of descent OA has elapsed, the velocity CD is also one-half of the final velocity AB. If now we examine two instants of time, E and G, 132 THE SCIENCE OF MECHANICS. Uniformly equally distant in opposite directions from the instant motion. C, we shall observe that the velocity HG exceeds the mean velocity CD by the same amount that EP falls short of it. For every instant antecedent to C there exists a corresponding one equally distant from it sub- sequent to C. Whatever loss, therefore, as compared with uniform motion with half the final velocity, is suf- fered in the first half of the motion, such loss is made up in the second half. The distance fallen through we may consequently regard as having been uniformly de- scribed with half the final velocity. If, accordingly, we make the final velocity v proportional to the time of descent t, we shall obtain v=gt, where ^ denotes the final velocity acquired in unit of time — the so-called acceleration. The space s descended through is there- fore given by the equation s = i^gtj'i) t or s =^ gf^ ji. Motion of this sort, in which, agreeably to the assump- tion, equal velocities constantly accrue in equal inter- vals of time, we call uniformly accelerated motion. Tabieofthe If wc collect the times of descent, the final veloci- locities.and ties, and the distances traversed, we shall obtain the distances of ^ ,, . , , descent, following table : t. V. s. 1. ^S- 1 X 1 ■ g 2 2. 2^- 2X2 g 2 3. 3."-. 3X3 g o .-1 4. H- 4X4. g 2 • • a : : tg- /X i ■ g 2 THE PRINCIPLES OF DYNAMICS. 133 4. The relation obtaining between / and j admits Experimen- of experimental proof ; and this Galileo accomplished tion of the in the manner which we shall now describe. We must first remark that no part of the knowledge and ideas on this subject with which we are now so familiar, existed in Galileo's time, but that Galileo had to create these ideas and means for us. Accordingly, it was impossible for him to proceed as we should do to-day, and he was obliged, therefore, to pursue a dif- ferent method. He first sought to retard the motion of descent, that it might be more accurately observed. He made observations on balls, which he caused to roll down inclined planes (grooves); assuming that only the velocity of the motion would be lessened here, but that the form of the law of descent would remain un- modified. If, beginning from the upper extremity, thejhearti- ° ° ^ '^ ■' fices em- distances I, 4, 9, 16 . . .be notched off on the groove, ployed. the respective times of descent will be representable, it was assumed, by the numbers i, 2, 3, 4 . . . ; a result which was, be it added, confirmed. The observation of the times involved, Galileo accomplished in a very in- genious manner. There were no clocks of the modern kind in his day : such were first rendered possible by the dynamical knowledge of which Galileo laid the foundations. The mechanical clocks which were used were very inaccurate, and were available only for the measurement of great spaces of time. Moreover, it was chiefly water-clocks and sand-glasses that were in use — in the form in which they had been handed down from the ancients. Galileo, now, constructed a very simple clock of this kind, which he especially adjusted to the measurement of small spaces of time ; a thing not customary in those days. It consisted of a vessel of water of very large transverse dimensions, having in 134 THE SCIENCE OF MECHANICS. Galileo's the bottoiii a minute orifice which was closed with the ^^°'^^' finger. As soon as the ball began to roll down the in- clined plane Galileo removed his finger and allowed the water to flow out on a balance ; when the ball had ar- rived at the terminus of its path he closed the orifice. As the pressure-height of the fluid did not, owing to the great transverse dimensions of the vessel, percept- ibly change, the weights of the water discharged from the orifice were proportional to the times. It was in this way actually shown that the times increased simply, while the spaces fallen through increased quadratically. The inference from Galileo's assumption was thus con- firmed by experiment, and with it the assumption itself. The reia- c. To form some notion of the relation which sub- tion of mo- . . . , . j , j i j* tion on an sists between motion on an inclined plane and that oi plane to free descent, Galileo made the assumption, that a body descent. which falls through the height of an inclined plane attains the same final velocity as a body which falls through its length. This is an assumption that will strike us as rather a bold one ; but in the manner in which it was enunciated and employed by Galileo, it is quite natural. We shall endeavor to explain the way by which he was led to it. He says : If a body fall freely downwards, its velocity increases proportionally to the time. When, then, the body has arrived at a point be- low, let us imagine its velocity reversed and directed upwards ; the body then, it is clear, will rise. We make the observation that its motion in this case is a reflection, so to speak, of its motion in the first case. As then its velocity increased proportionally to the time of descent, it will now, conversely, diminish in that proportion. When the body has continued to rise for as long a time as it descended, and has reached the height from which it originally fell, its velocity will be reduced to THE PRINCIPLES OF DYNAMICS. 135 zero. We perceive, therefore, that a body will rise, justifica- -. ,, ,. ..... . tion of the in Virtue of the velocity acquired in its descent, just as assumption high as it has fallen. If, accordingly, a body falling final veioc- down an inclined plane could acquire a velocity which motions are would enable it, when placed on a differently inclined plane, to rise higher than the point from which it had fallen, we should be able to effect the elevation of bodies by gravity alone. There is contained, accord- ingly, in this assumption, that the velocity acquired by a body in descent depends solely on the vertical height fallen through and is independent of the inclination of the path, nothing more than the uncontradictory ap- prehension and recognition of \h&fact that heavy bodies do not possess the tendency to rise, but only the ten- dency to fall. If we should assume that a body fall- ing down the length of an inclined plane in some way or other attained a greater velocity than a body that fell through its height, we should only have to let the body pass with the acquired velocity to another in- clined or vertical plane to make it rise to a greater ver- tical height than it had fallen from. And if the velo- city attained on the inclined plane were less, we should only have to reverse the process to obtain the same re- sult. In both instances a heavy body could, by an ap- propriate arrangement of inclined planes, be forced continually upwards solely by its own weight — a state of things which wholly contradicts our instinctive knowledge of the nature of heavy bodies. (See p. 522.) 6. Galileo, in this case, again, did not stop with the mere philosophical and logical discussion of his assumption, but tested it by comparison with expe- rience. He took a simple filar pendulum (Fig. 88) with a heavy ball attached. Lifting the pendulum, while 136 THE SCIENCE OF MECHANICS. Galileo's elongated its full length, to the level of a given altitude, experimen- tai verifica- and then letting it fall, it ascended to the same level tion of this . . , ^. . , assumption on the Opposite side. If it does not do so exactly, Galileo said, the resistance of the air must be the cause of the deficit. This is inferrible from the fact that the deficiency is greater in the case of a cork ball than it is Effected by in the case of a heavy metal one. However, this neg- partially ,■,,,,, impeding lected, the body ascends to the same altitude on the the motion . . . - . . . ., , of apendu- Opposite Side. Now it is permissible to regard the mo- lum string. . ^ j , . , . . tion 01 a pendulum m the arc of a circle as a motion of descent along a series of inclined planes of different inclinations. This seen, we can, with Galileo, easily cause the body to rise on a different arc — on a different series of inclined planes. This we accomplish by driv- ing in at one side of the thread, as it vertically hangs, a nail / or ^, which will prevent any given portion of the thread from taking part in the second half of the motion. The moment the thread arrives at the line of equilibrium and strikes the nail, the ball, which has fallen through ba, will begin to ascend by a different series of inclined planes, and describe the z.xcam or an. Now if the inclination of the planes had any influence THE PRINCIPLES OF DYNAMICS. 137 on the velocity of descent, the body could not rise to the same horizontal level from which it had fallen. But it does. By driving the nail sufficiently low down, we may shorten the pendulum for half of an oscillation as much as we please ; the phenomenon, however, al- ways remains the same. If the nail h be driven so low down that the remainder of the string cannot reach to the plane E, the ball will turn completely over and wind the thread round the nail ; because when it has attained the greatest height it can reach it still has a residual velocity left. 7. If we assume thus, that the same final velocity is The as- sumption attained on an inclined plane whether the body fall leads to the '^ . . , law of rela- through the height or the length of the plane, — in which tive aocei- assumption nothing more is contained than that a body sought, rises by virtue of the velocity it has acquired in falling just as high as it has fallen, — we shall easily arrive, with Galileo, at the perception that the times of the de- scent along the height and the length of an inclined plane are in the simple proportion of the height and the length ; or, what is the same, that the accelerations are inversely proportional to the times of descent. The acceleration along the height will consequently bear to the acceleration along ^ the length the proportion of the length to the height. Let AB (Fig. 89) be the height and ACB\- the length of the inclined plane. Fig. 89. Both will be descended through in uniformly accel- erated motion in the times t and t.^ with the final ve- locity V. Therefore, V , . ^ V AB t AB=-,i^r.AAC^^t,,-^-^=- 138 THE SCIENCE OF MECHANICS. If the accelerations along the height and the length be called respectively g and g.^, we also have V ^ gt and V ^ g^ i^, whence ^A = AB = sma. In this way we are able to deduce from the accel- eration on an inclined plane the acceleration of free descent. A corollary From this proposition Galileo deduces several cor- of the pre- . ^ , ceding law. ollaries, some of which have passed into our elementary text-books. The accelerations along the height and length are in the inverse proportion of the height and length. If now we cause one body to fall along the length of an inclined plane and simultaneously another to fall freely along its height, and ask what the dis- tances are that are traversed by the two in equal inter- vals of time, the solution of the problem will be readily found (Fig. 90) by simply letting fall from B a perpen- dicular on the length. The part AD, thus cut off, will be the distance traversed by the one body on the in- clined plane, while the second body is freely falling through the height of the plane. A F'S. 90. Fig. 91. Relative If We describe (Fig. 91) a circle on AB as diame- tiraesofde- , . , .„ scription of ter, the Circle will pass through D, because Z> is a anddiame- right angle. It will be seen thus, that we can imagine ters of cir- ,-.,.,, ° cies. any number of inclined planes, A£, AF, of any degree of inclination, passing through A, and that in every THE PRINCIPLES OF DYNAMICS. 139 circles. case the chords A G, AH drawn in this circle from the upper extremity of the diameter will be traversed in the same time by a falling body as the vertical diame- ter itself. Since, obviously, only the lengths and in- clinations are essential here, we may also draw the chords in question from the lower extremity of the diameter, and say generally : The vertical diameter of a circle is described by a falling particle in the same time that any chord through either extremity is so described. We shall present another corollary, which, in the The figures pretty form in which Galileo gave it, is usually no b™Is fa^ii- longer incorporated in elementary expositions. We chords of imagine gutters radiating in a vertical plane from a common point A at 3. number of different degrees of inclination to the horizon (Fig. 92). We place at their common extremity A a like number of heavy bodies and cause them to begin simultaneous- ly their motion of des- cent. The bodies will always form at any one instant of time a circle. After the lapse of a longer time they will be found in a circle of larger radius, and the radii increase proportionally to the squares of the times. If we imagine the gutters to radiate in a space instead of a plane, the falling bodies will always form a sphere, and the radii of the spheres will increase pro- portionally to the squares of the times. This will be I40 THE SCIENCE OF MECHANICS. perceived by imagining the figure revolved about the vertical A V. Character^ 8. We see thus, — as deserves again to be briefly i°nqufriel° ^ noticed, — that Galileo did not supply us with a theory of the falling of bodies, but investigated and estab- lished, wholly without preformed opinions, the actual facts of falling. Gradually adapting, on this occasion, his thoughts to the facts, and everywhere logically abiding by the ideas he had reached, he hit on a conception, which to himself, perhaps less than to his successors, appeared in ttie light of a new law. In all his reasonings, Galileo followed, to the greatest advantage of science, a prin- ciple which might appropriately be called the principle The prin- of continuity. Once we have reached a theory that ap- ciple of . J J 11 continuity, plies to a particular case, we proceed gradually to modify in thought the conditions of that case, as far as it is at all possible, and endeavor in so doing to adhere throughout as closely as we can to the concep- tion originally reached. There is no method of pro- cedure more surely calculated to lead to that compre- hension of all natural phenomena which is the simplest and also attainable with the least expenditure of men- tality and feeling. (Compare Appendix, IX., p. 523.) A particular instance will show more clearly than any general remarks what we mean. Galileo con- Fig. 93. siders (Fig. 93) a body which is falling down the in- clined plane AB, and which, being placed with the THE PRINCIPLES OF DYNAMICS. 141 velocity thus acquired on a second plane BC, for ex- Galileo's Qiscovcrv ample, ascends this second plane. On all planes BC, oftheso- BD, and so forth, it ascends to the horizontal plane of inenia. that passes through A. But, just as it falls on BD with less acceleration than it does on BC, so similarly it will ascend on BD with less retardation than it will on BC. The nearer the planes BC, BD, BE, BF s.-^- proach to the horizontal plane BH, the less will the retardation of the body on those planes be, and the longer and further will it move on them. On the hori- zontal plane BH the retardation vanishes entirely (that is, of course, neglecting friction and the resistance of the air), and the body will continue to move infinitely long and infinitely far with constant velocity. Thus ad- vancing to the limiting case of the problem presented, Galileo discovers the so-called law of inertia, according to which a body not under the influence of forces, i. e. of special circumstances that change motion, will re- . tain forever its velocity (and direction). We shall presently revert to this subject. 9. The motion of falling that Galileo found actually The deduc- ... . _ , . , , , . tion of the to exist, IS, accordmgly, a motion of which the velocity idea of uni- 11 1 . 111. f ormly ac- increases proportionally to the time — a so-called uni- ceierated f , . , . motion. formly accelerated motion. It would be an anachronism and utterly unhistorical to attempt, as is sometimes done, to derive the uniformly accelerated motion of falling bodies from the constant action of the force of gravity. " Gravity is a constant force ; consequently it generates in equal elements of time equal increments of velocity ; thus, the motion produced is uniformly accelerated. " Any exposition such as this would be unhistorical, and would put the whole discovery in a false light, for the reason that the notion of force as we hold it to-day was first created 142 THE SCIENCE OF MECHANICS. Forces and by Galileo. Before QdXiX&o force was known solely as dons. pressure. Now, no one can know, who has not learned it from experience, that generally pressure produces motion, much less in what manner pressure passes into motion ; that not position, nor velocity, but accelera- tion, is determined by it. This cannot be philosophi- cally deduced from the conception, itself. Conjectures may be set up concerning it. But experience alone can definitively inform us with regard to it. 10. It is not by any means self-evident, therefore, that the circumstances which determine motion, that is, forces, immediately produce accelerations. A glance at other departments of physics will at once make this clear. The differences of temperature of bodies also determine alterations. However, by differences of tem- perature not compensatory accelerations are deter- mined, but compensatory velocities. The fact That it is accelerations which are the immediate ef- determine fccts of the circumstances that determine motion, that tionsisan is, of the forces, is a fact which Galileo /^r(r«'z;^(/ in the taifact, natural phenomena. Others before him had also per- ceived many things. The assertion that everything seeks its place also involves a correct observation. The ob- servation, however, does not hold good in all cases, and it is not exhaustive. If we cast a stone into the air, for example, it no longer seeks its place ; since its place is below. But the acceleration towards the earth, the retardation of the upward motion, the fact that Ga- lileo perceived, is still present. His observation always remains correct ; it holds true more generally ; it em- braces in one mental effort much more. 11. We have already remarked that Galileo dis- covered the so-called law of inertia quite incidentally. A body on which, as we are wont to say, no force acts, THE PRINCIPLES OF DYNAMICS. 143 preserves its direction and velocity unaltered. The History of fortunes of this law of inertia have been strange. It called law appears never to have played a prominent part in Gali- leo's thought. But Galileo's successors, particularly Huygens and Newton, formulated it as an independent law. Nay, some have even made of inertia a general property of matter. We shall readily perceive, how- ever, that the law of inertia is not at all an indepen- dent law, but is contained implicitly in Galileo's per- ception that all circumstances determinative of motion, or forces, produce accelerations. In fact, if a force determine, not position, not velo- The law a ... r 1 • ■ J simple in- city, but acceleration, change of velocity, it stands toference reason that where there is no force there will be no leo's funda, . . . mental ob- change of velocity. It is not necessary to enunciate servation. this in independent form. The embarrassment of the neophyte, which also overcame the great investigators in the face of the great mass of new material presented, alone could have led them to conceive the same fact as two different facts and to formulate it twice. In any event, to represent inertia as self-evident, or Erroneous 1 . . r 1 1 ■ ■ 1 1 r methods of to derive it from the general proposition that "the ei- deducing it, feet of a cause persists," is totally wrong. Only a mistaken straining after rigid logic can lead us so out of the way. Nothing is to be accomplished in the pres- ent domain with scholastic propositions like the one just cited. We may easily convince ourselves that the contrary proposition, " cessante causa cessat effectus," is as well supported by reason. If we call the acquired velocity "the effect," then the first proposition is cor- rect ; if we call the acceleration "effect," then the sec- ond proposition holds. 12. We shall now examine Galileo's researches from another side. He began his investigations with the 144 THE SCIENCE OF MECHANICS. Galileo's time Notion of notions familiar to his time — notions developed mainly vclocitv'^s it existed in in the practical arts. One notion of this kind was that of velocity, which is very readily obtained from the con- sideration of a uniform motion. If a body traverse in every second of time the same distance c, the distance traversed at the end of / seconds will h^ s ^= ct. The distance c traversed in a second of time we call the ve- locity, and obtain it from the examination of any por- tion of the distance and the corresponding time by the help of the equation c = s jt, that is, by dividing the number which is the measure of the distance traversed by the number which is the measure of the time elapsed. Now, Galileo could not complete his investigations without tacitly modifying and extending the traditional idea of velocity. Let us represent for distinctness sake B. ,2 Fig. 94- in I (Fig. 94) a uniform motion, in 2 a variable motion, by laying off as abscissae in the direction OA the elapsed times, and erecting as ordinates in the direction AB the distances traversed. Now, in i, whatever increment of the distance we may divide by the corresponding in- crement of the time, in all cases we obtain for the ve- locity c the same value. But if we were thus to proceed in 2, we should obtain widely differing values, and therefore the word ' ' velocity " as ordinarily understood, ceases in this case to be unequivocal. If, however, we consider the increase of the distance in a sufficiently THE PRINCIPLES OF D YNAMICS. 145 small element of time, where the element of the curve Galileo's in 2 approaches to a straight line, we may regard the tion of this increase as uniform. The velocity in this element of the motion we may then define as the quotient, A s/A t, of the element of the time into the corresponding ele- ment of the distance. Still more precisely, the velocity at any instant is defined as the limiting value which the ratio A s/A t assumes as the elements become in- finitely small — a value designated by ds/dt. This new notion includes the old one as a particular case, and is, moreover, immediately applicable to uniform motion. Although the express formulation of this idea, as thus extended, did not take place till long after Galileo, we see none the less that he made use of it in his reason- ings. 13. An entirely new notion to which Galileo was The notion led is the idea of acceleration. In uniformly acceler- tion. ated motion the velocities increase with the time agreeably to the same law as in uniform motion the spaces increase with the times. If we call v the velo- city acquired in time /, then v ^^ gi- Here g denotes the increment of the velocity in unit of time or the ac- celeration, which we also obtain from the equation g ^= v/i. When the investigation of variably accel- erated motions was begun, this notion of accelera- tion had to experience an extension similar to that of the notion of velocity. If in i and 2 the times be again drawn as abscissae, but now the velocities as ordinates, ,we may go through anew the whole train of the pre- ceding reasoning and define the acceleration as dv/di, where dv denotes an infinitely small increment of the velocity and dt the corresponding increment of the time. In the notation of the differential calculus we 146 THE SCIENCE OF MECHANICS. Graphic representa- tion of these ideas. have for the acceleration of a rectilinear motion, q} =■ dv/dt — d'^s/di^. The ideas here developed are susceptible, moreover, of graphic representation. If we lay off the times as abscissse and the distances as ordinates, we shall per- ceive, that the velocity at each instant is measured by the slope of the curve of the distance. If in a similar manner we put times and velocities together, we shall see that the acceleration of the instant is measured by the slope of the curve of the velocity. The course of the latter slope is, indeed, also capable of being traced in the curve of distances, as will be perceived from the following considerations. Let us imagine, in the Fig. 95- The curve usual manner (Fig. 95), a uniform motion represented of distance. ^ ° ^•'■" ^ by a straight Ime OCD. Let us compare with this a motion OCE the velocity of which in the second half of the time is greater, and another motion OCF of which the velocity is in the same proportion smaller. In the first case, accordingly, we shall have to erect for the time OB = 2 OA, an ordinate greater than £Z> = 2 AC; in the second case, an ordinate less than BD. We see thus, without difficulty, that a curve of dis- tance convex to the axis of the time-abscissae corre- sponds to accelerated motion, and a curve concave thereto to retarded motion. If we imagine a lead-pen- cil to perform a vertical motion of any kind and in THE PRINCIPLES OF DYNAMICS. 147 front of it during its motion a piece of paper to be uni- formly drawn along from right to left and the pencil to thus execute the drawing in Fig. 96, we shall be able to read off from the drawing the peculiarities of the mo- tion. At a the velocity of the pencil was directed up- wards, at b it was greater, at c it was = 0, ■aX d it was directed downwards, at e it was again = 0. At a, b, d, e, the acceleration was directed upwards, at c down- wards ; at c and e it was greatest. 14. The summary representation of what Galileo Tabular discovered is best made by a table of times, acquired meut of Ga- ■' ^ lileo'sdis- V . s . - If 3^ 94 covery. velocities, and traversed distances. But the numbers The table follow so simple a law, — one immediately recognisable, placed by , , . . . ... rules for its — that there is nothing to prevent our replacing theconstruc- table by a rule for its construction. If we examine the relation that connects the first and second columns, we shall find that it is expressed by the equation v ^ gt, which, in its last analysis, is nothing but an abbrevi- ated direction for constructing the first two columns of the table. The relation connecting the first and third columns is given by the equation J = ^ f^ I1. The con- nection of the second and third columns is represented by J = v"^ jig. 148 THE SCIENCE OF MECHANICS. The rules. Of the three relations V = gt strictly, the first two only were employed by Galileo. Huygens was the first who evinced a higher apprecia- tion of the third, and laid, in thus doing, the founda- tions of important advances. A remark 1 5. We may add a remark in connection with tionofthe this table that is very valuable. It has been stated tfe tfmes. previously that a body, by virtue of the velocity it has acquired in its fall, is able to rise again to its origi- nal height, in doing which its velocity diminishes in the same way (with respect to time and space) as it increased in falling. Now a freely falling body ac- quires in double time of descent double velocity, but falls in this double time through four times the simple distance. A body, therefore, to which we impart a ver- tically upward double velocity will ascend twice as long a time, hv\ four times as high as a body to which the simple velocity has been imparted. Thedispute It was remarked, very soon after Galileo, that there tesians and is inherent in the velocity of a body a something that Sanson the corresponds to a force — a something, that is, by which measure of , . -y, ,, . , force. a force can be overcome, a certain "efficacy, as it has been aptly termed. The only point that was debated was, whether this efficacy was to be reckoned propor- tional to the velocity or to the square of the velocity. The Cartesians held the former, the Leibnitzians the l3.tter. But it will be perceived that the question in- volves no dispute whatever. The body with the double velocity overcomes a given force through double the THE PRINCIPLES OF D YNAMICS. 149 time, but through four times the distance. With re- spect to tirfie, therefore, its efficacy is proportional to the velocity ; with respect to distance, to the square of the velocity. D'Alembert drew attention to this mis- understanding, although in not very distinct terms. It is to be especially remarked, however, that Huygens's thoughts on this question were perfectly clear. 1 6. The experimental procedure by which, at the The present present day, the laws of falling bodies are verified, istaimeansof vcrifvins somewhat different from that of Galileo. Two methods the laws of may be employed. Either the motion of falling, which ies. from its rapidity is difficult to observe directly, is so retarded, without altering the law, as to be easily ob- served ; or the motion of falling is not altered at all, but our means of observation are improved in deli- cacy. On the first principle Galileo's inclined gutter and Atwood's machine rest. Atwood's machine consists (Fig. gy) of an easily run- ning pulley, over which is thrown a thread, to whose extremities two equal weights P are attached. If upon one of the weights /" we lay a third small weight p, a uniformly accel- \^p erated motion will be set up by the added F'b- 97- weight, having the acceleration (^p j i P -\- f) g — a result that will be readily obtained when we shall have dis- cussed the notion of "mass." Now by means of a graduated vertical standard connected with the pulley it may easily be shown that in the times i, 2, 3, 4 ... . the distances i, 4, 9, 16 . . . . are traversed. The final velocity corresponding to any given time of descent is investigated by catching the small additional weight,/, which is shaped so as to project beyond the outline of P, in a ring through which the falling body passes, after which the motion continues without acceleration. P*f! I50 THE SCIENCE OF MECHANICS. The appa- The apparatus of Morin is based on a different prin- Morin, La- ciple. A body to which a writing pencil is attached pich, and describes on a vertical sheet of paper, which is drawn uniformly across it by a clock-work, a horizontal straight line. If the body fall while the paper is not in motion, it will describe a vertical straight line. If the two motions are combined, a parabola will be produced, of which the horizontal abscissae correspond to the elapsed times and the vertical ordinates to the dis- tances of descent described. For the abscissae i, 2, 3, 4 .... we obtain the ordinates i, 4, 9, 16 ... . By an unessential modification, Morin employed instead of a plane sheet of paper, a rapidly rotating cylindrical drum with vertical axis, by the side of which the body • fell down a guiding wire. A different apparatus, based on the same principle, was invented, independently, by Laborde, Lippich, and Von Babo. - A lampblacked sheet of glass (Fig. 98a) falls freely, while a horizon- tally vibrating vertical rod, which in its first transit through the position of equilibrium starts the motion of descent, traces, by means of a quill, a curve on the lampblacked surface. Owing to the constancy of the period of vibration of the rod combined with the in- creasing velocity of the descent, the undulations traced by the rod become longer and longer. Thus (Fig. 98) bc:^'>,ab, cd=:^^ab, de^yab, and so forth. The law of falling bodies is clearly exhibited by this, since ab -\- cb = iSfab, ab-\-bc-\-cd^qab, and so forth. The law of the velocity is confirmed by the inclinations of the tangents at the points a, b, c, d, and so forth. If the time of oscillation of the rod be known, the value of g is determinable from an experiment of this kind with considerable exactness. Wheatstone employed for the measurement of mi- THE PRINCIPLES OF DYNAMICS. 151 nute portions of time a rapidly operating clock-work The de- vices o£ called a chronoscope, which is set in motion at the be- wheat- ginning of the time to be measured and stopped at the Hipp., termination of it. Hipp has advantageously modified Fig. 98a. this method by simply causing a light index-hand to be thrown by means of a clutch in and out of gear with a rapidly moving wheel-work regulated by a vibrating reed of steel tuned to a high note, and acting as an es- 152 THE SCIENCE OF MECHANICS. Galileo's minor in- vestiga- tions. capement. The throwing in and out of gear is effected by an electric current. Now if, as soon as the body be- gins to fall, the current be interrupted, that is the hand thrown into gear, and as soon as the body strikes the platform below the current is closed, that is the hand thrown out of gear, we can read by the distance the index-hand has travelled the time of descent. 17. Among the further achievements of Galileo we have yet to mention his ideas concerning the motion of the pendulum, and his refutation of the view that bodies of greater weight fall faster than bodies of less weight. We shall revert to both of these points on an- other occasion. It may be stated here, however, that Galileo, on discovering the constancy of the period of pendulum-oscillations, at once applied the pendulum to pulse-measurements at the sick-bed, as well as pro- posed its use in astronomical observations and to a cer- tain extent employed it therein himself. The motion 18. Of Still greater importance are his investiga- of projec- . . , • r ■ M A r 1 1 tiles. tions concerning the motion 01 projectiles. A tree body, according to Galileo's view, constantly experiences a vertical acceleration g towards the earth. If at the beginning of its motion it is affected with a vertical „ velocity c, its velocity at the end of the time t will be z/ ^ c-\gt. An initial velocity up- wards would have to be reck- oned negative here. The dis- V tance described at the end of time t is represented by the where ct and Ar^^ are the X Fig. 99. equation s ^^ a -\- c t -\- \g f^ portions of the traversed distance that correspond re- spectively to the uniform and the uniformly accelerated motion. The constant a is to be put = when we reckon THE PRINCIPLES OF DYNAMICS. 153 the distance from the point that the body passes at time / ^ 0. When Galileo had once reached his fundamental conception of dynamics, he easily recognised the case of horizontal projection as a combination of two inde- pendent motions, a horizontal uniform motion, and a vertical uniformly accelerated motion. He thus intro- duced into use the principle of the parallelogram of mo- tions. Even oblique projection no longer presented the slightest difficulty. If a body receives a horizontal velocity c, it de- The curve scribes in the horizontal direction in time t the distance tion a par- y =:z c t, while simultaneously it falls in a vertical direc- tion the distance X ^ gf^ ji. Different motion-deter- minative circumstances exercise no mutual effect on one another, and the motions determined by them take place independently of each other. Galileo was led to this assumption by the attentive observation of the phenomena ; and the assumption proved itself true. For the curve which a body describes when the two motions in question are compounded, we find, by em- ploying the two equations above given, the expression y ^V {p.c ^ /g) X. It is the parabola of ApoUonius hav- ing its parameter equal to ir^/^and its axis vertical, as Galileo knew. We readily perceive with Galileo, that oblique pro- oblique jection involves nothing new. The velocity c imparted to a body at the angle a with the horizon is resolvable into the horizontal component c ..cos a and the vertical component c . sin a. With the latter velocity the body ascends during the same interval of time t which it would take to acquire this velocity in falling vertically downwards. Therefore, c .Sin.a =gt. When it has reached its greatest height the vertical component of its initial velocity has vanished, and from the point 5 154 THE SCIENCE OF MECHANICS. The range of projec- tion. Fig. 100. onward (Fig. loo) it continues its motion as a horizon- tal projection. If we examine any two epochs equally distant in time, before and after the transit through S, we shall see that the body at these two epochs is equally distant from the perpendicu- lar through 5 and situated the same distance below the hori- zontal line through 6'. The curve is therefore symmet- rical with respect to the vertical line through ^. It is a parabola with vertical axis and the parameter ((T cos a) '^ jg. To find the so-called range of projection, we have simply to consider the horizontal motion during the time of the rising and falling of the body. For the ascent this time is, according to the equations above given, t^=c sina/g; and the same for the descent. With the horizontal velocity c . cos a, therefore, the distance is traversed — 2 sin a cos a = — sin 2 a. S g c cos a . c sma g The range of projection is greatest accordingly when a = 45°, and equally great for any two angles « = 45° ± >S°. The mutual ig. The recognition of ihe: voMtVLsX independence oi indepen- i r • dence of the forccs, or motion-determinative circumstances oc- forces. curring in nature, which was ^ reached and found expression in the investigations relating to ■^ projection, is important. A body may move (Fig. loi) in the di- rection AB, while the space in which this motion oc- curs is displaced in the direction A C. The body then Fig, loi. THE PRINCIPLES OF D YATAMICS. 155 goes from A to D. Now, this also happens if the two circumstances that simultaneously determine the mo- tions AB and AC, have no influence on one another. It is easy to see that we may compound by the paral- lelogram not only displacements that have taken place but also velocities and accelerations that simultane- ously take place. (See Appendix, X., p. 525.) II. THE ACHIEVEMENTS OF HUYGENS. I. The next in succession of the great mechanical in- Huygens's quirers is Huygens, who in every respect must beas\n?n- ranked as Galileo's peer. If, perhaps, his philosophical ''""'^"'' endowments were less splendid than those of Galileo, this deficiency was compensated for by the superiority of his geometrical powers. Huygens not only continued the researches which Galileo had begun, but he also solved the first problems in the dynamics of several masses, whereas Galileo had throughout restricted him- self to the dynamics of a single body. The plenitude of Huygens's achievements is bestEnumera- seen in his HorologiumOscillatorium, which appeared ingens's 1673. The most important subjects there treated of ferments, the first time, are : the theory of the centre of oscilla- tion, the invention and construction of the pendulum- clock, the invention of the escapement, the determina- tion of the acceleration of gravity, g, by pendulum- observations, a proposition regarding the employment of the length of the seconds pendulum as the unit of length, the theorems respecting centrifugal force, the mechanical and geometrical properties of cycloids, the doctrine of evolutes, and the theory of the circle of curvature. 156 THE 'SCIENCE OF MECHANICS. 2. With respect to the form of presentation of his work, it is to be remarked that Huygens shares with Galileo, in all its perfection, the latter's exalted and inimitable candor. He is frank without reserve in the presentment of the methods that led him to his dis- THE PRINCIPLES OF D YNAMICS. 157 coveries, and thus always conducts his reader into the full comprehension of his performances. Nor had he cause to conceal these methods. If, a thousand years from now, it shall be found that he was a man, it will likewise be seen what manner of man he was. In our discussion of the achievements of Huygens, however, we shall have to proceed in a somewhat dif- ferent manner from that which we pursued in the case of Galileo. Galileo's views, in their classical sim- plicity, could be given in an almost unmodified form. With Huygens this is not possible. The latter deals with more complicated problems; his mathematical methods and notations be- come inadequate and cum- brous. For reasons of brev- ity, therefore, we shall re- produce all the conceptions of which we treat, in mod- ern form, retaining, how- ever, Huygens's essential and characteristic ideas. Huygens's Pendulum Clock. iS8 THE SCIENCE OF MECHANICS. Centrifugal 3. We begin with the investigations concerning petal force. Centrifugal force. When once we have recognised with GaHleo that force determines acceleration, we are im- pelled, unavoidably, to ascribe every change of velocity and consequently also every change in the direction of a motion (since the direction is determined by three velocity-components perpendicular to one another) to a force. If, therefore, any body attached to a string, say a stone, is swung uniformly round in a circle, the curvilinear motion which it performs is intelligible only on the supposition of a constant force that deflects the body from the rectilinear path. The tension of the string is this force ; by it the body is constantly deflected from the rectilinear path and made to move towards the centre of the circle. This tension, accordingly, rep- resents a centripetal force. On the other hand, the axis also, or the fixed centre, is acted on by the tension of the string, and in this aspect the tension of the string appears as a centrifugal force. Fig. 103. Fig. 103. Let us suppose that we have a body to which a ve- locity has been imparted and which is maintained in uniform motion in a circle by an acceleration constantly directed towards the centre. The conditions on which this acceleration depends, it is our purpose to investi- gate. We imagine (Fig. 102) two equal circles uni- THE PRINCIPLES OF DYNAMICS. 159 formly travelled round by two bodies ; the velocities in Uniform the circles I and II bear to each other the proportion eguai circlGS. 1:2. If in the two circles we consider any same arc- element corresponding to some very small angle «, then the corresponding element s of the distance that the bodies in consequence of the centripetal acceleration have departed from the rectilinear path (the tangent), will also be the same. If we call cp.^ and cp^ the re- spective accelerations, and t and t/2 the time-elements for the angle a, we find by Galileo's law 2s ,1s ^ . cp^ = ~, (^2 = 4 — , that is to say ^^ = 't'Pi- Therefore, by generalisation, in equal circles the centripetal acceleration is proportional to the square of the velocity of the motion. Let us now consider the motion in the circles I and Uniform motion in II (Fig. 103), the radii of which are to each other as unequal ... circles. I : 2, and let us take for the ratio of the velocities of the motions also 1:2, so that like arc-elements are travelled through in equal times.
9^2 = ri' that is to say
Fig- 135a- Fig. 135b. by a weight /" (Fig. 135a) is passed over a pulleys, attached to the end of a scale-beam. A weight / is laid on one of the weights first mentioned and tied by a fine thread to the axis of the pulley. The pulley now supports the weight iP -\- p. Burning away the thread that holds the over-weight, a uniformly accel- erated motion begins with the acceleration y, with which P -\- p descends and P rises. The load on the pulley is thus lessened, as the turning of the scales in- dicates. The descending weight P is counterbalanced by the rising weight P, while the added over-weight, instead of weighing/, now weighs {p/g){g — y). And since y = (//a P -\- p) g, we have now to regard the load on the pulley, not as/, but asp{2. P/2P-\-p). The THE PRINCIPLES OF DYNAMICS. 207 descending weight, only partially impeded in its motion of descent, exerts only a partial pressure on the pulley. We may vary the experiment. We pass a thread a variation ,,, .... .,„ , of the last loaded at one extremity with the weight P over the experiment pulleys a, b, d, of the apparatus as indicated in Fig. Fig. 135c. 1 35(5. , tie the unloaded extremity at m, and equilibrate the balance. If we pull on the string at m, this can- not directly affect the balance since the direction of the string passes exactly through its axis. But the side a immediately falls. The slackening of the string causes a to rise. An unacceleraied raotion of the weights would 2o8 THE SCIENCE OF MECHANICS, Thesuspen- son af mi- nute bodies in liquids of different 5-pecific gravity. f Fig. 136. Do such suspended particles af- fect the specific gravities of the support- ing liquids? not disturb the equilibrium. But we cannot pass from rest to motion without acceleration. 6. A phenomenon that strikes us at first glance is, that minute bodies of greater or less specific gravity than the liquid in which they are immersed, if suffi- ciently small, remain suspended a very long time in the liquid. We perceive at once that particles of this kind have to over- come the friction of the liquid. If the cube of Fig. 136 be divided into 8 parts by the 3 sections indicated, and the parts be placed in a row, their mass and over-weight will re- main the same, but their cross-sec- tion and superficial area, with which the friction goes hand in hand, will be doubled. Now, the opinion has at times been advanced with respect to this phenomenon that suspended particles of the kind described have no influence on the specific gravity indicated by an areometer immersed in the liquid, because these particles are themselves areo- meters. But it will readily be seen that if the sus- pended particles rise or fall with constant velocity, as in the case of very small particles immediately occurs, the effect on the balance and the areometer must be the same. If we imagine the areometer to oscillate about its position of equilibrium, it will be evident that the liquid with all its contents will be moved with it. Applying the principle of virtual displacements, therefore, we can be no longer in doubt that the areo- meter must indicate the mean specific gravity. We may convince ourselves of the untenability of the rule by which the areometer is supposed to indicate only the specific gravity of the liquid and not that of the sus- THE PRINCIPLES OF D YNAMICS. 209 pended particles, by the following consideration. In a liquid A a smaller quantity of a heavier liquid B is in- troduced and distributed in fine drops. The areometer, let us assume, indicates only the specific gravity of A. Now, take more and more of the liquid B, finally just as much of it as we have of A: we can, then, no longer say which liquid is suspended in the other, and which specific gravity, therefore, the areometer must indicate. 7. A phenomenon of an imposing kind, in which The phe- the relative acceleration of the bodies concerned is the tides, seen to be determinative of their mutual pressure, is that of the tides. We will enter into this subject here only in so far as it may serve to illustrate the point we are considering. The connection of the phenomenon of the tides with the motion of the moon asserts itself in the coincidence of the tidal and lunar periods, in the augmentation of the tides at the full and new moons, in the daily retardation of the tides (by about 50 minutes), corresponding to the retardation of the culmination of the moon, and so forth. As a matter of fact, the connection of the two occurrences was very early thought of. In Newton's time people imagined to themselves a kind of wave of atmospheric pressure, by means of which the moon in its motion was sup- posed to create the tidal wave. The phenomenon of the tides makes, on every one its impas- that sees it for the first time in its full proportions, an ter. overpowering impression. We must not be surprised, therefore, that it is a subject that has actively engaged the investigators of all times. The warriors of Alex- ander the Great had, from their Mediterranean homes, scarcely the faintest idea of the phenomenon of the tides, and they were, therefore, not a little taken aback 2IO THE SCIENCE OF MECHANICS. by the sight of the powerful ebb and flow at the mouth of the Indus ; as we learn from the account of Curtius Rufus (Z>« Rebus Gestis Alexandri Magni), whose words we here literally quote : Extract "34- Proceeding, now, somewhat more slowly in from Cur- , . . , ^ ; ii • u • tiusRutus. "their course, owmg to the current of the river being " slackened by its meeting the waters of the sea, they " at last reached a second island in the middle of the "river. Here they brought the vessels to the shore, "and, landing, dispersed to seek provisions, wholly "unconscious of the great misfortune that awaited "them. DescribiDg " 35. It was about the third hour, when the ocean, the effect on the army "in its Constant tidal flux and reflux, began to turn der the ' ' and press back upon the river. The latter, at first Great of the ,,11,1 1 , 1, 1 tides at the " merely checked, but then more vehemently repelled, the Indus. " at last Set back in the opposite direction with a force "greater than that of a rushing mountain torrent. "The nature of the ocean was unknown to the multi- "tude, and grave portents and evidences of the wrath "of the Gods were seen in what happened. With "ever- increasing vehemence the sea poured in, com- " pletely covering the fields which shortly before were " dry. The vessels were lifted and the entire fleet dis- " persed before those who had been set on shore, ter- " rifled and dismayed at this unexpected calamity, "could return. But the more haste, in times of great "disturbance, the less speed. Some pushed the ships " to the shore with poles ; others, not waiting to adjust "their oars, ran aground. Many, in their great haste "to get away, had not waited for their companions, "and were barely able to set in motion the huge, un- " manageable barks ; while some of the ships were too "crowded to receive the multitudes that struggled to THE PRINCIPLES OF DYNAMICS. 211 " get aboard. The unequal division impeded all. TheThedisas- r , ■ , , , 1 r 1 terto Alex- ' ' cries 01 some clamoring to be taken aboard, 01 others ander's "crying to put off, and the conflicting commands of "men, all desirous of different ends, deprived every one "of the possibility of seeing or hearing. Even the ' ' steersmen were powerless ; for neither could their "cries be heard by the struggling masses nor were their "orders noticed by the terrified and distracted crews. ' ' The vessels collided, they broke off each other's oars, " they plunged against one another. One would think ' ' it was not the fleet of one and the same army that "was here in motion, but two hostile fleets in combat. "Prow struck stern; those that had thrown the fore- "most in confusion were themselves thrown into con- " fusion by those that followed; and the desperation "of the struggling mass sometimes culminated in "hand-to-hand combats. "36. Already the tide had overflown the fields sur- " rounding the banks of the river, till only the hillocks "jutted forth from above the water, like islands. "These were the point towards which all that had given "up hope of being taken on the ships, swam. The "scattered vessels rested in part in deep water, where "there were depressions in the land, and in part lay ' ' aground in shallows, according as the waves had "covered the unequal surface of the country. Then, "suddenly, a new and greater terror took possession "of them. The sea began to retreat, and its waters "flowed back in great long swells, leaving the land "which shortly before had been immersed by the salt "waves, uncovered and clear. The ships, thus for- "saken by the water, fell, some on their prows, some "on their sides. The fields were strewn with luggage, "arms, and pieces of broken planks and oars. The 212 THE SCIENCE OF MECHANICS. The dismay " soldiers dared neither to venture on the land nor to of the army. . . , , . ^ , ^i . j "remain in the ships, for every moment they expected "something new and worse than had yet befallen "them. They could scarcely believe that that which " they saw had really happened — a shipwreck on dry "land, an ocean in a river. And of their misfortune "there seemed no end. For wholly ignorant that the " tide would shortly bring back the sea and again set "their vessels afloat, they prophesied hunger and dir- " est distress. On the fields horrible animals crept "about, which the subsiding floods had left behind. Theeftorts "^7. The night fell, and even the king was sore of the king •" ° ' ° , . and the re- "distressed at the slight hope of rescue. But his so- turn of the tide. ' ' licitude could not move his unconquerable spirit. He "remained during the whole night on the watch, and "despatched horsemen to the mouth of the river, that, " as soon as they saw the sea turn and flow back, they " might return and announce its coming. He also "commanded that the damaged vessels should be re- " paired and that those that had been overturned by "the tide should be set upright, and ordered all to be " near at hand when the sea should again inundate the "land. After he had thus passed the entire night in "watching and in exhortation, the horsemen came " back at full speed and the tide as quickly followed. "At first, the approaching waters, creeping in light "swells beneath the ships, gently raised them, and, "inundating the fields, soon set the entire fleet in mo- "tion. The shores resounded with the cheers and "clappings of the soldiers and sailors, who celebrated " with immoderate joy their unexpected rescue. 'But " whence,' they asked, in wonderment, 'had the sea " so suddenly given back these great masses of water? "Whither had they, on the day previous, retreated? THE PRiyCIPLES OF DYXAMICS. 213 " And what was the nature of this element, which now " opposed and now obeyed the dominion of the hours? ' " As the king concluded from what had happened that "the fixed time for the return of the tide was after ' ' sunrise, he set out, in order to anticipate it, at mid- " night, and proceeding down the river with a few "ships he passed the mouth and, finding himself at "last at the goal of his wishes, sailed out 400 stadia "into the ocean. He then offered a sacrifice to the "divinities of the sea, and returned to his fleet." 8. The essential point to be noted in the explana- The expia- j-1 -J- 1 1 1 •-11T ration of tion of the tides is, that the earth as a rigid bodj' can the phe- , _ . . nozDena of receive but one determinate acceleration towards the the tides, moon, while the mobile particles of water on the sides nearest to and remotest from the moon can acquire various accelerations. Fig. 137. Let us consider (Fig. 1 37) on the earth E, opposite which stands the moon M, three points A, B, C. The accelerations of the three points in the direction of the moon, if we regard them as free points, are respect- ively cp-\- A q), (p, cp — J q). The earth as a whole, however, has, as a rigid body, the acceleration
s) and vis viva (mv^). It is not to be wondered at, accord- ingly, that, wherever the idea of work made its appear- ance, it was always sought to replace it by the histor- ically older concepts. The entire dispute of the Leib- nitzians and Cartesians, which was first composed in a manner by D'Alembert, finds its complete explana- tion in this fact. From an unbiassed point of view, we have exactly Justifica- ...... \. tion o£ this the same right to inquire after the interdependence of view. the final velocity and the time as after the interde- pendence of the final velocity and the distance, and to answer the question by experiment. The first inquiry leads us to the experiential truth, that given bodies in contraposition impart to each other in given iimes defi- nite increments of velocity; The second informs us, that given bodies in contraposition impart to each other for given mutual displacements definite increments of velocities. Both propositions are equally justified, and both may be regarded as equally original. The correctness of this view has been substantiated Exempiifi- 11 T irT-r»-!v/r -nyr cation of it m our own day by the example of J . K. Mayer. Mayer, in modem a modern mind of the Galilean stamp, a mind wholly free from the influences of the schools, of his own in- dependent accord actually pursued the last-named method, and produced by it an extension of science which the schools did not accomplish until later in a much less complete and less simple form. For Mayer, work was the original concept. That which is called 250 THE SCIENCE OF MECHANICS. work in the mechanics of the schools, he calls force. Mayer's error was, that he regarded his method as the only correct one. The results 3. We may, therefore, as it suits us, regard the time from it. °" of descent or the distance of descent as the factor de- terminative of velocity. If we fix our attention on the first circumstance, the concept of force appears as the original notion, the concept of work as the derived one. If we investigate the influence of the second fact first, the concept of work is the original notion. In the transference of the ideas reached in the observation of the motion of descent to more complicated relations, force is recognised as dependent on the distance be- tween the bodies — that is, as a function of the distance, /(r). The work done through the element of distance dr is theny"(r) dr. By the second method of investiga- tion work is also obtained as a function of the distance, F if) ; but in this case we know force only in the form d. F(f)/dr — that is to say, as the limiting value of the ratio : (increment of work)/(increment of distance.) The prefer- Galileo Cultivated by preference the first of these 6TXC6S of tll6 differentin- two methods. Newton likewise preferred it. Huygens pursued the second method, without at all restricting himself to it. Descartes elaborated Galileo's ideas after a fashion of his own. But his performances are in- significant compared with those of Newton and Huy- gens, and their influence was soon totally effaced. After Huygens and Newton, the mingling of the two spheres of thought, the independence and equivalence of which are not always noticed, led to various blunders and confusions, especially in the dispute between the Car- tesians and Leibnitzians, already referred to, concern- ing the measure of force. In recent times, however, in- quirers turn by preference now to the one and now to THE PRINCIPLES OF DYNAMICS. 251 the other. Thus the Galileo-Newtonian ideas are culti- vated with preference by the school of Poinsot, the Galileo-Huygenian by the school of Poncelet. 4. Newton operates almost exclusively with the no- Theimpor- tions of force, mass, and momentum. His sense of the history of tli6 New- value of the concept of mass places him above his prede- tonian con- cessors and contemporaries. It did not occur to Galileo mass. that mass and weight were different things. Huygens, too, in all his considerations, puts weights for masses ; as for example in his investigations concerning the centre of oscillation. Even in the treatise De Percus- sione (On Impact), Huygens always says "corpus ma- jus," the larger body, and "corpus minus," the smaller body, when he means the larger or the smaller mass. Physicists were not led to form the concept mass till they made the discovery that the same body can by the action of gravity receive different accelerations. The first occasion of this discovery was the pendulum-ob- servations of Richer (1671-1673), — from which Huy- gens at once drew the proper inferences, — and the second was the extension of the dynamical laws to the heavenly bodies. The importance of the first point may be inferred from the fact that Newton, to prove the pro- portionality of mass and weight on the same spot of the earth, personally instituted accurate observations on pendulums of different materials {Principia. Lib. II, Sect. VI, De Motu et Resistentia Corporum Funependu- loruni). In the case of John Bernoulli, also, the first distinction between mass and weight (in the Meditatio de Natura Centri Oscillationis. Opera Omnia, Lausanne and Geneva, Vol. II, p. 168) was made on the ground of the fact that the same body can receive different gravitational accelerations. Newton, accordingly, dis- poses of all dynamical questions involving the relations 2S2 THE SCIENCE OF MECHANICS. of several bodies to each other, by the help of the ideas of force, mass, and momentum. Themeth- 5. Huygens pursued a different method for the so- gens° "'" lution of these problems. Galileo had previously dis- covered that a body rises by virtue of the velocity ac- quired in its descent to exactly the same height as that from which it fell. Huygens, generalising the principle (in his Horologium OscillatoriuiTi) to the effect that the centre of gravity of any system of bodies will rise by virtue of the velocities acquired in its descent to ex- actly the same height as that from which it fell, reached the principle of the equivalence of work and vis viva. The names of the formulae which he obtained, were, I of course, not supplied until long afterwards. The Huygenian principle of work was received by the contemporary world with almost universal distrust. People contented themselves with making use of its brilliant consequences. It was always their endeavor to replace its deductions by others. Even after John and Daniel Bernoulli had extended the principle, it was its fruitfulness rather than its evidfency that was valued. Themeth- We observe, that the Galileo-Newtonian principles odsofNew- - , . . ... . ton and Were, on account oi their greater simplicity and ap- Huygens , , .. . . , , compared, parently greater evidency, invariably preferred to the Galileo-Huygenian. The employment of the latter is exacted only by necessity in cases in which the em- ployment of the former, owing to the laborious atten- tion to details demanded, is impossible ; as in the case of John and Daniel Bernoulli's investigations of the motion of fluids. If we look at the matter closely, however, the same simplicity and evidency will be found to belong to the Huygenian principles as to the Newtonian proposi- THE PRINCIPLES OF DYNAMICS. 253 tions. That the velocity of a body is determined by the time of descent or determined by the distance of descent, are assumptions equally natural and equally simple. The form of the law must in both cases be supplied by experience. As a starting-point, therefore, pt = mv and ps =^mv'^ /i are equally well fitted. 6. When we pass to the investigation of the motion xheneces- of several bodies, Ve are again compelled, in both cases, umversai- to take a second step of an equal degree of certainty, two meth- The Newtonian idea of mass is justified by the fact, that, if relinquished, all rules of action for events would have an end ; that we should forthwith have to expect contradictions of our commonest and crudest experi- ences ; and that the physiognomy of our mechanical environment would become unintelligible. The same thing must be said of the Huygenian principle of work. If we surrender the theorem "2, ps ^'2mv'^ fi, heavy bodies will, by virtue of their own weights, be able to ascend higher ; all known rules of mechanical occur- rences will have an end. The instinctive factors which entered alike into the discovery of the one view and of the other have been already discussed. The two spheres of ideas could, of course, have The points • 1 1 1 r 1 1 T-» ^^ contact grown up much more independently 01 each other. But of the two , . methods. in view of the fact that the two were constantly m con- tact, it is no wonder that they have become partially merged in each other, and that the Huygenian appears the less complete. Newton is all-sufficient with his forces, masses, and momenta. Huygens would like- wise suffice with work, mass, and ins viva. But since he did not in his time completely possess the idea of mass, that idea had in subsequent applications to be borrowed from the other sphere. Yet this also could have been avoided. If with Newton the mass-ratio of 254 THE SCIENCE OF MECHANICS. two bodies can be defined as the inverse ratio of the velocities generated by the same force, with Huygens it would be logically and consistently definable as the inverse ratio of the squares of the velocities generated by the same work. The respec- The two spheres of ideas consider the mutual de- o/each" "^ pendence on each other of entirely different factors of the same phenomenon. The Newtonian view is in so far more complete as it gives us information regarding the motion of each mass. But to do this it is obliged to descend greatly into details. The Huygenian view furnishes a rule for the whole system. It is only a con- venience, but it is then a mighty convenience, when the relative velocities of the masses are previously and independently known. The gen- 7. Thus we are led to see, that in the develop- eral devel- . . . , ^ , . . opment of ment of dynamics, just as m the development of statics, dynamics . ..^,^... . . ^.^ in the light the Connection of widely different features of mechanical of the pre- ^ ^ . .. . ^ ceding re- phenomena engrossed at diflerent times the attention marks. . . of inquirers. We may regard the momentum of a sys- tem as determined by the forces ; or, on the other hand, we may regard its vis viva as determined by the work. In the selection of the criteria in question the individuality of the inquirers has great scope. It will be conceived possible, from the arguments above pre- sented, that our system of mechanical ideas might, perhaps, have been different, had Kepler instituted the first investigations concerning the motions of fall- ing bodies, or had Galileo not committed an error in his first speculations. We shall recognise also that not only a knowledge of the ideas that have been accepted and cultivated by subsequent teachers is necessary for the historical understanding of a science, but also that the rejected and transient thoughts of the inquirers, THE PRINCIPLES OF DYNAMICS. 255 nay even apparently erroneous notions, may be very important and very instructive. The historical investi- gation of the development of a science is most needful, lest the principles treasured up in it become a system of half-understood prescripts, or worse, a system of prejudices. Historical investigation not only- promotes the understanding of that which now is, but also brings new possibilities before us, by showing that which ex- ists to be in great measure conventional and accidental. From the higher point of view at which different paths of thought converge we may look about us with freer powers of vision and discover routes before unknown. In all the dynamical propositions that we have dis- The substi- 17.1 • A 1 *TM tution of cussed, velocity plays a prominent role. The reason " integral" .... ... , . , , tor "differ. of this, in our view, is, that, accurately considered, entiai" 1 1 1 r 1 • 1 • 1 /- laws may every single body of the universe stands m some deii- some day nite relation with every other body in the universe ; concept of 1 111 11 1 force super- that any one body, and consequently also any several fluous. bodies, cannot be regarded as wholly isolated. Our inability to take in all things at a glance alone compels us to consider a few bodies and for the time being to neglect in certain aspects the others ; a step accom- plished by the introduction of velocity, and therefore of time. We cannot regard it as impossible that inte- gral laws, to use an expression of C. Neumann, will some day take the place of the laws of mathematical elements, or differential laws, that now make up the science of mechanics, and that we shall have direct knowledge of the dependence on one another of the positions of bodies. In such an event, the concept of force will have become superfluous. (See Appendix, XXI., p. 548, on Hertz's Mechanics ; also Appendix XXII., p. 555, in answer to criticisms of the views ex- pressed by the author in Chapters I. and II.) CHAPTER III. THE EXTENDED APPLICATION OF THE PRINCIPLES OF MECHANICS AND THE DEDUCTIVE DE- VELOPMENT OF THE SCIENCE. Newton's principles are uni- versal in scope and power. SCOPE OF THE NEWTONIAN PRINCIPLES. I. The principles of Newton suffice by themselves, without the introduction of any new laws, to explore thoroughly every mechanical phenomenon practically occurring, whether it belongs to statics or to dynamics. If difficulties arise in any such consideration, they are invariably of a mathematical, or formal, character, and in no re- spect concerned with questions of principle. We have given, let us suppose, a number of mas- ses m^, m^, m^. . . . in space, with definite initial velocities w^, v^, e'g. . . . We imagine, further, lines of junction drawn between every two masses. In the directions of these lines of junction are set up the accelerations and counter-accelerations, the dependence of which on the distance it is the business of physics to determine. In a small element of time r the mass m^, for example, will traverse in the direction of its initial velocity the distance v^t, and in the directions of the lines joining THE EXTENSION OF THE PRINCIPLES: 257 it with the masses m^, m^, m^. . . ., being affected in Schematic such directions with the accelerations a)\, cp^, cp\. . ., of the pre- the distances {(p\/2)r'^, {cp^/2)r^, {q)\/2.')t'^. . . . If statement, we imagine all these motions to be performed indepen- dently of each other, we shall obtain the new position of the mass m^ after lapse of time r. The composition of the velocities v^ and q>\r, (p%r, cp%t . . . gives the new initial velocity at the end of time r. We then allow a second small interval of time r to elapse, and, making allowance for the new spatial relations of the masses, continue in the same way the investigation of the motion. In like manner we may proceed with every other mass. It will be seen, therefore, that, in point of principle, no embarrassment can arise ; the difficulties which occur are solely of a mathematical character, where an exact solution in concise symbols, and not a clear insight into the momentary workings of the phenomenon, is demanded. If the accelerations of the mass Wgj or of several masses, collectively neu- tralise each other, the mass m^ or the other masses mentioned are in equilibrium and will move uniformly onwards with their initial velocities. If, in addition, the initial velocities in question are ^ 0, both equilib- rium and rest subsist for these masses. Nor, where a number of the masses m,, m„ . . . . The same 1 - ■ ■ • L 1 idea ap- have considerable extension, so that it is impossible to plied to ag- . . . . J . r gregates of speak of a single line joining every two masses, is the dif- material ficulty, in point of principle, any greater. We divide the masses into portions sufficiently small for our pur- pose, and draw the lines of junction mentioned between every two such portions. We, furthermore, take into account the reciprocal relation of the parts of the same large mass ; which relation, in the case of rigid masses for instance, consists in the parts resisting 258 • THE SCIENCE OF MECHANICS. every alteration of their distances from one another. On the alteration of the distance between any two parts of such a mass an acceleration is observed proportional to that alteration. Increased distances diminish, and diminished distances increase in consequence of this acceleration. By the displacement of the parts with respect to one another, the familiar forces of elasticity are aroused. When masses meet in impact, their forces of elasticity do not come into play until contact and an incipient alteration of form take place. A practical 2. If we imagine a heavy perpendicular column of the sco'pe resting on the earth, any particle m in the interior of principles, the column which we may choose to isolate in thought, is in equilibrium and at rest. A vertical downward ac- celeration g is produced by the earth in the particle, which acceleration the particle obeys. But in so doing it approaches nearer to the particles lying beneath it, and the elastic forces thus awakened generate in /« a vertical acceleration upwards, which ultimately, when the particle has approached near enough, becomes equal to g. The particles lying above m likewise approach m with the acceleration g. Here, again, acceleration and counter-acceleration are produced, whereby the particles situated above are brought to rest, but whereby m continues to be forced nearer and nearer to the particles beneath it until the acceleration downwards, which it receives from the particles above it, increased by g, is equal to the acceleration it re- ceives in the upward direction from the particles be- neath it. We may apply the same reasoning to every portion of the column and the earth beneath it, readily perceiving that the lower portions lie nearer each other and are more violently pressed together than the parts above. Every portion lies between a less closely pressed THE EXTENSION OF THE PRINCIPLES. 259 upper portion and a more closely pressed lower por- Rest in the tion ; its downward acceleration g is neutralised by a these prin- surplus of acceleration upwards, which it experiences pears as a from the parts beneath. We comprehend the equilib- of motion. rium and rest of the parts of the column by imagining all the accelerated motions which the reciprocal rela- tion of the earth and the parts of the column determine, as in fact simultaneously performed. The apparent mathematical sterility of this conception vanishes, and it assumes at once an animate form, when we reflect that in reality no body is completely at rest, but that in all, slight tremors and disturbances are constantly taking place which now give to the accelerations of de- scent and now to the accelerations of elasticity a slight preponderance. Rest, therefore, is a case of motion, very infrequent, and, indeed, never completely realised. The tremors mentioned are by no means an unfamiliar phenomenon. When, however, we occupy ourselves with cases of equilibrium, we are concerned simply with a schematic reproduction in thought of the mechanical facts. We then purposely neglect these disturbances, displacements, bendings, and tremors, as here they have no interest for us. All cases of this class, which have a scientific or practical importance, fall within the province of the so-called theory of elasticity. The whole The unity . and homo- outcome of Newton's achievements is that we every- geneity 1 1 , ■ 1 11 -J 1 which these where reach our goal with one and the same idea, and principles introduce by means of it are able to reproduce and construct be- into the ... . science. forehand all cases of equilibrium and motion. All phenomena of a mechanical kind now appear to us as uniform throughout and as made up of the same elements. • 3. Let us consider another example. Two mas- ses m, m are situated at a distance a from each 26o THE SCIENCE OF MECHANICS. A general other. (Fig. 1 45.) When displaced with respect to cation of" each other, elastic forces proportional to the change oilhepAn- X2 of distance are supposed to be "^ ^^' F^l Fl ■ awakened. Let the masses be movable in the X-direction par- allel to a, and their coordinates If a force /is applied at the point x^, the following equations obtain : '«^^=/[(^2 — ^1) — «] d) where p stands for the force that one mass exerts on the other when their mutual distance is altered by the value I. All the quantitative properties of the me- chanical process are determined by these equations. But we obtain these properties in a more comprehensi- ble form by the integration of the equations. The ordi- nary procedure is, to find by the repeated differentia- tion of the equations before us new equations in suffi- cient number to obtain by elimination equations in x^ alone or Xj alone, which are afterwards integrated. We shall here pursue a different method. By subtracting the first equation from the second, we get Thedevei- m — '^~'^ = — 2/[Gt, — X .) — a] + /, or opmentof dt^ -^ Lv 2 \J j 1 y) the equa- 'ilnldl; putting X,-Xj = //, ^^5 = -2/[«-fl]+/ (3) and by the addition of the first and the second equa- tions this exam- ple. Ill df^ =/, or, putting .x^ + ■^^i = », THE EXTENSION OF THE PRINCIPLES. 261 df- =/ (4) The integrals of (3) and (4) are respectively The integ- rals of these u^A sin-v — t -^ B cos^ — . t -^ a -\- 4r- and develop- ments. -- . _^ -\- Ct A- D\ whence A . \-lp B \-lp f t^ X =__sin-. — . / s-cos* — . /+ ^ . — A . \Y~p B [2} f t^ ^ 2 \ m 2 \ m Im 2 To take a particular case, we will assume that theAparticu- . lar case of action of the force /begins at ^^ 0, and that at this the exam- pie, time X^: = 0, dx, dt " = ^2 = a, dx^ dt = = 0, that is, the initial positions are given and the initial velocities are ^ 0. The constants A, B, C, D being eliminated by these conditions, we get / \^P , f f" f (5) x,^L,o.^J..t^{-.^-L.^, (6) .,=-/^cos^^.. + 24^+. + ^,and 4/ \ m' ' 2m 2 ' '4/ {- cos^^ . / + a + ^. 2p \ m ' 2/ (7) ,^_.,^._/cos^^./+.+ ^ 262 THE SCIENCE OF MECHANICS. Theinform- We see from (5) and (6) that the two masses, in addi- the result- tion to a Uniformly accelerated motion with half the Uonrgive acceleration that the force / would impart to one of this exam- these masses alone, execute an oscillatory motion sym- ^ ^' metrical with respect to their centre of gravity^ The duration of this oscillatory motion, T=i nvmlip, is smaller in proportion as the force that is awakened in the same mass-displacement is greater (if our attention is directed to two particles of the same body, in pro- portion as the body is harder). The amplitude of os- cillation of the oscillatory motion fjip likewise de- creases with the magnitude / of the force of displace- ment generated. Equation (7) exhibits the periodic change of distance of the two masses during their pro- gressive motion. The motion of an elastic body might in such case be characterised as vermicular. With hard bodies, however, the number of the oscillations is so great and their excursions so small that they remain unnoticed, and may be left out of account. The oscil- latory motion, furthermore, vanishes, either gradually through the effect of some resistance, or when the two masses, at the moment the force /begins to act, are a distance a -\-f/'2p apart and have equal initial veloci- ties. The distance a -\- fjip that the masses are apart after the vanishing of their vibratory motion, isf/o.p greater than the distance of equilibrium a. A tension y, namely, is set up by the action of/, by which the acceleration of the foremost mass is reduced to one- half whilst that of the mass following is increased by the same amount. In this, then, agreeably to our as- This in- sumption, py/m =//2 m or y =fhp. As we see, it is formation . , . ^ . is exhaus- m our power to determme the mmutest details of a phenomenon of this character by the Newtonian prin- ciples. The investigation becomes (mathematically, THE EXTENSION OF THE PRINCIPLES. 263 yet not in point of principle) more complicated when we conceive a body divided up into a great number of small parts that cohere by elasticity. Here also in the case of sufficient hardness the vibrations may be neg- lected. Bodies in which we purposely regard the mu- tual displacement of the parts as evanescent, are called rigid bodies. 4. We will now consider a case that exhibits the The deduc- • - 1 i^ tionofthe schema of a lever. We imagine the masses M, m^, vi^ laws of the arranged in a triangle and joined by elastic connec- Newton's T^ 1 ■ r 1 - 1 1 principles. tions. Kvery alteration of the sides, and consequently also every alteration of the angles, gives rise to accel- erations, as the result of which the triangle endeavors to assume its previous form and size. By the aid of the Newtonian principles we can deduce from such a schema the laws of the lever, and at the same time feel that the form of the deduction, although it may be more complicated, still remains admissible when we pass from a schematic lever composed of three masses to the case of a real lever. The mass M Fig. 146. we assume either to be in itself very large or conceive it joined by powerful elastic forces to other very large masses (the earth for instance). M then represents an immovable fulcrum. Let »?j^, now, receive from the action of some ex-Themeth- ternal force an acceleration f perpendicular to the line deduction. of junction Mm^ ^ c -\- d. Immediately a stretching of the lines m^m.^ =b and m^ M ^ a is produced, and in the directions in question there are respectively set up the accelerations, as yet undetermined, s and a, of which the components s(e/b') and 0(e/d) are directed 264 THE SCIENCE OF MECHANICS. oppositely to the acceleration/ Here e is the altitude of the triangle m^^m^M. The mass m^ receives the acceleration s' , which resolves itself into the two com- ponents s'idjb) in the direction of M and sXe/d) par- allel to f. The former of these determines a slight ap- proach of OTj to M. The accelerations produced in M by the reactions of m^ and m^, owing to its great mass, are imperceptible. We purposely neglect, therefore, the motion of M. The deduc- The mass m-^, accordingly, receives the accelera- tainedby tion / — si^jV) — G{e/a), whilst the mass m^ suffers erationof the parallel acceleration s'{e/i'). Between j and ff a tions. simple relation obtains. If, by supposition, we have a very rigid connection, the triangle is only impercept- ibly distorted. The components of j' and a perpendicular to / destroy each other. For if this were at any one moment not the case, the greater component would produce a further distortion, which would immediately counteract its excess. The resultant of s and a is therefore directly contrary to/, and consequently, as is readily obvious, a {c/a) ^ s {d/b). Between j and /, further, subsists the familiar relation m^s ^ m^s' or s = s'{m.^/m.^). Altogether m^ and m, receive re- spectively the accelerations s'{e/b) and / — s'{e/b') {m^jm.^ {c -\- d/c), or, introducing in the place of the variable value s'{e/b) the designation 9?, the accelera- tions
), that is, when the accel-
erations of the masses
at the base and the ver-
tex are given by 2//5
and f/e,. At the com-
mencement of the dis-
tortion (p increases, and simultaneously the accelera-
tion of the mass at the vertex is decreased by double
that amount, until the proportion subsists between the
two of 2 : I.
We have yet to consider the case of equilibrium of
a schematic lever, consisting (Fig. 148) of three masses
w , , m
Fig. 147-
2>
and M, of which the last is again supposed
Fig. 148.
to be very large or to be elastically connected with
very large masses. We imagine two equal and oppo-
site forces s, — s applied to m^ and m^in the direction
m^m^, or, what is the same thing, accelerations im-
pressed inversely proportional to the masses m^, m.^.
The stretching of the connection m^m.^ also generates
THE EXTEiVSIOiY OF THE PRIXCIPLES. 267
1'
accelerations inversely proportional to the masses m
m^, which neutralise the first ones and produce equi-
librium. Similarly, along m^M \va.z%va& the equal and
contrary forces /, — t operative ; and along m^ M Xh&
forces u, — u. In this case also equilibrium obtains.
If AT he elastically connected with masses sufficiently
large, — u and — f need not be applied, inasmuch
as the last-named forces are spontaneously evoked the
moment the distortion begins, and always balance the
forces opposed to them. Equilibrium subsists, accord-
ingly, for the two equal and opposite forces s, — j as
well as for the wholly arbitrary forces /, u. As a matter
of fact J, — s destroy each other and /, u pass through
the fixed mass Af, that is, are destroyed on distortion
setting in.
The condition of equilibrium readily reduces itself The reduc-
to the common form when we reflect that the mo- preceding
ments of t and u, forces passing through M, are with common
respect to Jlf zero, while the moments of s and — j are
equal and opposite. If we compound / and j- to p, and
u and — sto ^, then, by Varignon's geometrical princi'ple
of the parallelogram, the moment of / is equal to the
sum of the moments of j and /, and the moment of ^
is equal to the sum of the moments of z/ and — s. The
moments of/ and ^ are therefore equal and opposite.
Consequently, any two forces J> and ^ will be in e^ui-
librium if they produce in the direction m^ m^ equal
and opposite components, by which condition the equal-
ity of the moments with respect to 71/ is posited. That
then the resultant of f and q also passes through M, is
likewise obvious, for j and — j destroy each other and
/ and u pass through M.
6. The Newtonian point of view, as the example
just developed shows us, includes that of Varignon.
268 THE SCIENCE OF MECHANICS.
Newton's We were right, therefore, when we characterised the
point of ■ 7 ■ T. • i_ i. 4.
view in- statics of Varignon as a dynamical statics, which, start-
Varignon's. ing from the fundamental ideas of modern dynamics,
voluntarily restricts itself to the investigation of cases
of equilibrium. Only in the statics of Varignon, owing
to its abstract form, the significance of many opera-
tions, as for example that of the translation of the
forces in their own directions, is not so distinctly ex-
hibited as in the instance just treated.
The econ- The Considerations here developed will convince
amy and , i -kt • • • i
wealth of us that we can dispose by the Newtonian principles
ian ideas, of every phenomenon of a mechanical kind which may
arise, provided we only take the pains to enter far
enough into details. We literally see through the cases
of equilibrium and motion which here occur, and be-
hold the masses actually impressed with the accelera-
tions they determine in one another. It is the same
grand fact, which we recognise in the most various
phenomena, or at least can recognise there if we make
a point of so doing. Thus a unity, homogeneity, and
economy of thought were produced, and a new and
wide domain of physical conception opened which
before Newton's time was unattainable.
The New- Mechanics, however, is not altogether an end in it-
the modern, self ; it'h'is, ilso p7-oblems to solve XhdX touch the needs
methods, of practical life and affect the furtherance of other sci-
ences. Those problems are now for the most part ad-
vantageously solved by other methods than the New-
tonian, — methods whose equivalence to that has already
been demonstrated. It would, therefore, be mere im-
practical pedantry to contemn all other advantages and
insist upon always going back to the elementary New-
tonian ideas. It is sufficient to have once convinced
ourselves that this is always possible. Yet the New-
THE EXTENSION OF THE PRINCIPLES. 269
tonian conceptions are certainly the most satisfactory
and the most lucid ; and Poinsot shows a noble sense
of scientific clearness and simplicity in making these
conceptions the sole foundation of the science.
THE FORMULA AND UNITS OF MECHANICS.
1. All the important formulae of modern mechanics History of
the formu-
were discovered and employed in the period of Galileo i^ and
. , ... . units of
and Newton. The particular designations, which, mechanics,
owing to the frequency of their use, it was found con-
venient to give them, were for the most part not fixed
upon until long afterwards. The systematical mechan-
ical units were not introduced until later still. Indeed,
the last named improvement, cannot be regarded as
having yet reached its completion.
2. Let s denote the distance, / the time, v the in- The orig-
stantaneous velocity, and cp the acceleration of a uni- tionsof
formly accelerated motion. From the researches of Huygens.
Galileo and Huygens, we derive the following equa-
tions :
V = q)t
s = %f^
(1)
(ps
Multiplying throughout by the mass m, these equa- Theintro-
1 r 11 • duction
tions give the following : of "mass
and "mov-
jn V =^ mcpt '"g force,"
"I V
ms =^ —^t 2
Li
m
, that
is the pressure of reaction upwards on I is equal to the
momentum imparted to the fluid jet in unit of time.
We will select here the unit of weight as our unit of
force, that is, use gravitation measure. We obtain for
Factor (2) the expression [a,'v{s/g)]v =-p, (where the
expression in brackets denotes the mass which flows
out in unit of time,) or
aV'i'gh . — . V'2'gh — '2ahs.
Similarly we find the pressure on II to be
[av . l.\'w = q, or factor 3 :
as.
g
THE EXTENSION OF THE PRINCIPLES. 311
j- Matheraat-
a — V2gh y2g(h + k). i"' devel-
o- a • 6 V I y opment of
* the result.
The total variation of the pressure is accordingly
— Vigh
P^-m
as
lahs
-^~V2ghV2g{h + k-)
o
or, abridged,
— 2as\yh{h-\-k) — h'\ — 2ahs
+ 2asVh{h-\- k),
— which three factors covipletely destroy each other. In
the very necessity of the case, therefore, Galileo could
only have obtained a negative result.
We must supply a brief comment respecting Fac- a comment
tor (2). It might be supposed that the pressure on the by the ex-
basal orifice which is lost, \^ ahs and not o.ahs. But
this statical conception would be totally inadmissible
in the present, dynamical case. The velocity v is not
generated by gravity instantaneously in the effluent
particles, but is the outcome of the mutual pressure
between the particles flowing out and the particles left
behind ; and pressure can only be determined by the
momentum generated. The erroneous introduction of
the value ahs would at once betray itself by self-con-
tradictions.
If Galileo's mode of experimentation had been less
elegant, he would have determined without much diffi-
culty the pressure which a continuous fluid jet exerts.
But he could never, as he soon became convinced,
have counteracted by a pressure the effect of an instan-
taneous impact. Take — and this is the supposition of
312
THE SCIENCE OF MECHANICS.
Galileo's
reasoning.
Compari-
son of the
ideas im-
pact and
pressure.
Galileo— a freely falling, heavy body. Its final veloc-
ity, we know, increases proportionately to the time.
The very smallest velocity requires a definite portion
of time to be produced in (a principle which even Mari-
otte contested). If we picture to ourselves a body
moving vertically upwards with a definite velocity, the
body will, according to the amount of this velocity,
ascend a definite time, and consequently also a definite
distance. The heaviest imaginable body impressed
in the vertical upward direction with the smallest im-
aginable velocity will ascend, be it only a little, in
opposition to the force of gravity. If, therefore, a
heavy body, be it ever so heavy, receive an instan-
taneous upward impact from a body in motion, be the
mass and velocity of that body ever so small, and such
impact impart to the heavier body the smallest imagin-
able velocity, that body will, nevertheless, yield and
move somewhat in the upward direction. The slightest
impact, therefore, is able to overcome the greatest pres-
sure ; or, as Galileo says, the force of percussion com-
pared with the force of pressure is infinitely great. This
result, which is sometimes attributed to intellectual ob-
scurity on Galileo's part, is, on the contrary, a bril-
liant proof of his intellectual acumen. We should say
to-day, that the force of percussion, the momentum,
the impulse, the quantity of motion m v, is a quantity
of different dii7iensions Irom the pressure /. The dimen-
sions of the former are mlt~^ , those of the latter w//~2
In reality, therefore, pressure is related to momentum
of Impact as a line is to a surface. Pressure is/, the
momentum of impact is//. Without employing mathe-
matical terminology it is hardly possible to express the
fact better than Galileo did. We now also see why it
is possible to measure the impact of a continuous fluid
THE EXTENSION OF THE PRINCIPLES. 313
jet by a pressure. We compare the momentum de-
stroyed per second of time with the pressure acting
per second of time, that is, homogeneous quantities of
the form p t.
4. The first systematic treatment of the laws ofThesyste-
11-1 /-/-<-.! r 1 matic treat-
impact was evoked in the year 1668 by a request of the ment of the
T-» 1 r> • r X 1 rr>.t • 1 • • laws of im-
Koyal Society of London. Three eminent physicists pact.
Wallis (Nov. 26, 1668), Wren (Dec. 17, 1668), and
HuYGENS (Jan. 4, 1669) complied with the invitation of
the society, and communicated to it papers in which,
independently of each other, they stated, without de-
ductions, the laws of impact. Wallis treated only of
the impact of inelastic bodies. Wren and Huygens only
of the impact of elastic bodies. Wren, previously to
publication, had tested by experiments his theorems,
which, in the main, agreed with those of Huygens.
These are the experiments to which Newton refers in
the Principia. The same experiments were, soon after
this, also described, in a more developed form, by Ma-
riotte, in a special treatise, Sur le Choc des Corps. Ma-
riotte also gave the apparatus now known in physical
collections as the percussion-machine.
According to Wallis, the decisive factor in impact waiiis's re-
is momentum, or the product of the mass {J>ondus) into
the velocity {celeritas). By this momentum the force
of percussion is determined. If two inelastic bodies
which have equal momenta strike each other, rest will
ensue after impact. If their momenta are unequal,
the difference of the momenta will be the momentum
after impact. If we divide this momentum by the sum
of the masses, we shall obtain the velocity of the mo-
tion after the impact. Wallis subsequently presented
his theory of impact in another treatise, Mechanica sive
de Motu, London, 1671. All his theorems may be
314
THE SCIENCE OF MECHANICS.
brought together in the formula now in common use,
u = {mv + m'v')/(m + w'), in which w, m' denote the
masses, v, v' the velocities before impact, and u the
velocity after impact.
Huygens's 5. The ideas which led Huygens to his results, are
and results, to be found in a posthumous treatise of his, De Moiu
Corporum ex Percussione, 1703. We shall examine these
in some detail. The assumptions from which Huygens
Fig. 158.
FiE 159-
An Illustration from De Percussione (Huygens).
proceeds are : (i) the law of inertia ; (2) that elastic
bodies of equal mass, colliding with equal and oppo-
site velocities, separate after impact with the same ve-
locities ; (3) that all velocities are relatively estimated ;
(4) that a larger body striking a smaller one at rest
imparts to the latter velocity, and loses a part of its
own ; and finally (5) that when one of the colliding
bodies preserves its velocity, this also is the case with
the other.
THE EXTENSION OF THE PRINCIPLES. 315
Huygens, now, imagines two equal elastic masses, First, equal
which meet with equal and opposite velocities v. After masses ex-
the impact they rebound from each other with exactly locitiec
the same velocities. Huygens is right in assuming and
not deducing this. That elastic bodies exist which re-
cover their form after impact, that in such a transac-
tion no perceptible -vis viva is lost, are facts which ex-
perience alone can teach us. Huygens, now, conceives
the occurrence just described, to take place on a boat
which is moving with the velocity v. For the specta-
tor in the boat the previous case still subsists ; but for
the spectator on the shore the velocities of the spheres
before impact are respectively iv and 0, and after im-
pact and 2 V. An elastic body, therefore, impinging
on another of equal mass at rest, communicates to the
latter its entire velocity and remains after the impact
itself at rest. If we suppose the boat affected with any
imaginable velocity, u, then for the spectator on the
shore the velocities before impact will be respectively
u -\- V and u — - v, and after impact u — v and u -\- v.
But since u -\- v and u — v may have any values what-
soever, it may be asserted as a principle that equal
elastic masses exchange in impact their velocities.
A body at rest, however great, is set in motion Second, the
relative ve-
by a body which strikes it, however small : as Ga-iodty of ap-
proach and
lileo pointed out. Huygens, now, recession is
w the same.
shows, that the approach of the w M^
bodies before impact and their ^^ \ )
recession after impact take place
with the same relative velocity. A "S- ' ■
body m impinges on a body of mass M at rest, to which
it imparts in impact the velocity, as yet undetermined,
w. Huygens, in the demonstration of this proposition,
supposes that the event takes place on a boat moving
3i6 THE SCIENCE OE MECHANICS.
from J/ towards m with the velocity 7i!'/2. The initial
velocities are, then, v — wji and — w jz ; and the final
velocities, x and + wji. But as M has not altered
the value, but only the sign, of its velocity, so m, if a
loss of vis viva is not to be sustained in elastic impact,
can only alter the sign of its velocity. Hence, the final
velocities are — {v — w/a) and -|- w/2. As a fact,
then, the relative velocity of approach before impact
is equal to the relative velocity of separation after im-
pact. Whatever change of velocity a body may suffer,
in every case, we can, by the fiction of a boat in mo-
tion, and apart from the algebraical signs, keep the
value of the velocity the same before and after impact.
The proposition holds, therefore, generally.
Third,;; the If two masses M and m collide, with velocities V
otapproachand V inversely proportional \.o the masses, yJ/ after im-
ly proper- pact will rebound with the velocity Fand m with the
masses, so velocity V. Let us suppose that the velocities after
locitiesof impact are Fj and v^ ; then by the preceding proposi-
tion we must have V-\-v^=V^-\-v.^, and by the prin-
ciple of vis viva
MV^ mv"^ _MV.^^ TOW, 2
~2 ^ ~2~ ~ ~"2 ^ 1 '
Let us assume, now, that Pj ^ v -\- w; then, neces-
sarily, F, = V — w ; but on this supposition
And this equality can, in the conditions of the case,
only subsist if to = ; wherewith the proposition above
stated is established.
Huygens demonstrates this by a comparison, con-
structively reached, of the possible heights of ascent
of the bodies prior and subsequently to impact. If
recession.
The extension of the principles. 317
the velocities of the impinging bodies are not inversely This propo-
11 1 1111 sition, by
proportional to the masses, they may be made such by the fiction
1 r - r 1 • • ^T-11 - • 1 of a moving
the nction ot a boat m motion. ihe proposition thus boat, made
includes all imaginable cases. all cases.
The conservation of vis viva in impact is asserted
by Huygens in one of his last theorems (11), which he
subsequently also handed in to the London Society.
But the principle is unmistakably at the foundation of
the previous theorems.
6. In taking up the study of any event or phenom- Typical
■ 1 1 J r • '^°^^^ °f
enon A, we may acquire a knowledge of its component natural in-
quiry.
elements by approaching it from the point of view of a
different phenomenon B, which we already know ; in
which case our investigation of A will appear as the
application of principles before familiar to us. Or, we
may begin our investigation with A itself, and, as na-
ture is throughout uniform, reach the same principles
originally in the contemplation of A. The investiga-
tion of the phenomena of impact was pursued simul-
taneously with that of various other mechanical pro-
cesses, and both modes of analysis were really pre-
sented to the inquirer.
To begin with, we may convince ourselves that the impact in
° -' the New-
problems of impact can be disposed of by the New- tonian
tonian principles, with the help of only a minimum of view.
new experiences. The investigation of the laws of im-
pact contributed, it is true, to the discovery of New-
ton's laws, but the latter do not rest solely on this foun-
dation. The requisite new experiences, not contained
in the Newtonian principles, are simply the informa-
tion that there are elastic and inelastic bodies. Inelastic
bodies subjected to pressure alter their form without
recovering it ; elastic bodies possess for all \}a.€\x forms
definite systems of pressures, so that every alteration
3i8
THE SCIENCE OF MECHANICS.
First, in-
elastic
masses.
Impact in
an equiva-
lent point
of view.
of form is associated with an alteration of pressure, and
vice versa. Elastic bodies recover their form ; and the
forces that induce the form-alterations of bodies do not
come into play until the bodies are in contact.
Let us consider two inelastic masses M and m mov-
ing respectively with the velocities Fand v. If these
masses come in contact while possessed of these un-
equal velocities, internal form-altering forces will be
set up in the system M, m. These forces do not alter
the quantity of motion of the system, neither do they
displace its centre of gravity. With the restitution of
equal velocities, the form-alterations cease and in in-
elastic bodies the forces which produce the alterations
vanish. Calling the common velocity of motion after
impact u, it follows that Mu -\- mu=: MV-\- Mv, or
u = (MF-{- mv)/(M-\- m), the rule of Wallis.
Now let us assume that we are investigating the
phenomena of impact without a previous knowledge of
Newton's principles. We very soon discover, when
we so proceed, that velocity is not the sole determina-
tive factor of impact ; still another physical quality is
decisive — weight, load, m.a.ss, pondus, moles, massa. The
moment we have noted this fact, the simplest case is
easily dealt with. If two bodies of equal weight or
equal mass collide with equal and
opposite velocities ; if, further, the
bodies do not separate after impact
but retain some common velocity,
plainly the sole uniquely deter-
mined velocity after the collision is the velocity 0. If,
further, we make the observation that only the dif-
ference of the velocities, that is only relative velocity,
determines the phenomenon of impact, we shall, by
imagining the environment to move, (which experience
3U
o
o
Fig. l6l.
THE EXTENSION OF THE PRINCIPLES.
319
tells us has no influence on the occurrence,) also readily
perceive additional cases. For equal inelastic masses
with velocities v and or z; and v' the velocity after
impact is v fi or {v -\- v')li. It stands to reason that
we can pursue such a line of reflection only after ex-
perience has informed us what the essential and de-
cisive features of the phenomena are.
If we pass to unequal masses, we must not only The expe-
know from experience that mass generally is of conse- conditions
quence, but also in what manner its influence is effec- method,
tive. If, for example, two bodies of masses i and 3
with the velocities v and F collide, we might reason
V
o
2^
V
Fig. 162.
Fig. 163.
thus. We cut out of the mass 3 the mass i (Fig. 162),
and first make the masses 1 and i collide : the result-
ant velocity is {v + f^)/2. There are now left, to
equalise the velocities {v -\- V")/2 and V, the masses
1-1-1=2 and 2, which applying the same principle
gives
v-Sr {^ _
V+3V v+SF
+ y
2 ~" 4 1 + 3 ■
Let us now consider, more generally, the masses
m and m', which we represent in Fig. 163 as suitably
proportioned horizontal lines. These masses are af-
fected with the velocities v and v', which we represent
by ordinates erected on the mass-lines. Assuming that
320 THE SCIENCE OF MECHANICS.
Its points of w < m', we cut off from m' a portion m. The offsetting
whh^the of m and m gives the mass 2 m with the velocity [v +
Newtonian. ^,^^^^ ^^^ dotted line indicates this relation. We
proceed similarly with the remainder ;;/ — m. We cut
off from 2 m a portion m' — m, and obtain the mass
■2m — {in — m) with the velocity (?; + z/)/2 and the
mass 2{m'—m) with the velocity [(w + v')/-2 + w']/2.
In this manner we may proceed till we have obtained
for the whole mass m + m' the same velocity u. The
constructive method indicated in the figure shows very
plainly that here the surface equation (m 4- m') u =
mv -\- m'v subsists. We readily perceive, however,
that we cannot pursue this line of reasoning except the
sum 'mv \ m'v , that is \!a.% form of the influence of m
and V, has through some experience or other been pre-
viously suggested to us as the determinative and de-
cisive factor. If we renounce the use of the Newtonian
principles, then some other specific experiences con-
cerning the import of 711 v which are equivalent to those
principles, are indispensable.
Second, the 7. The impact of ^/aj'/'zV masses may also be treated
impact of . ... ,^, ,
elastic by the Newtonian principles. 1 he sole observation
Newton's here required is, that a deformation of elastic bodies
calls into play forces of restitution, which directly de-
pend on the deformation. Furthermore, bodies pos-
sess impenetrability ; that is to say, when bodies af-
fected with unequal velocities meet in impact, forces
which equalise these velocities are produced. If two
elastic masses M, m with the velocities C, c collide, a
deformation will be effected, and this deformation will
not cease until the velocities of the two bodies are
equalised. At this instant, inasmuch as only internal
forces are involved and therefore the momentum and
THE EXTENSION OF THE PRINCIPLES. 321
the motion of the centre of gravity of the system re-
main unchanged, the common equahsed velocity will be
MC^ mc
u =^ .
M -\- m
Consequently, up to this time, M^s velocity has suf-
fered a diminution C — u; and ot's an increase u — c.
But elastic bodies being bodies that recover their
forms, in perfectly elastic bodies the very same forces
that produced the deformation, will, only in the in-
verse order, again be brought into play, through the
very same elements of time and space. Consequently,
on the supposition that m is overtaken by M, M will a
second time sustain a diminution of velocity C — u, and
m will a second time receive an increase of velocity
u — c. Hence, we obtain for the velocities V, v after
impact the expressions F= 2u — C and v^2u — c, or
MC-^mi^c—C) _mc-\- M(2C—c)
M -{- m ' M -\- m
If in these formulae w& ■pxit M ^^ m, it will follow The deduc-
^ tion by this
that V=2C and v=C; or, if the impinging masses are ™w of all
equal, the velocities which they have will be inter-
changed. Again, since in the particular case M/m =
— c/C or MC -\- mc = ^ also ji = 0, it follows that
V^='2u — C= — C and v =^2u — c = — c; that is,
the masses recede from each other in this case with the
same velocities (only oppositely directed) with which
they approached. The approach of any two masses
M, m affected with the velocities C, c, estimated as
positive when in the same direction, takes place with
the velocity C — c\ their separation with the velocity
V — V. But it follows at once from V=2ti — C,
v^2u—c, that V—v^^ — {C—c); that is, the rela-
tive velocity of approach and recession is the same.
view.
322 THE SCIENCE OF MECHANICS.
By the use of the expressions F=2« — C and v =
2u — c, we also very readily find the two theorems
MV -\- /iiv ^= MC -\- mc and
which assert that the quantity of motion before and
after impact, estimated in the same direction, is the
same, and that also the vis viva of the system before
and after impact is the same. We have reached, thus,
by the use of the Newtonian principles, all of Huy-
gens's results.
The impii- 8. If wc Consider the laws of impact from Huygens's
Huygens's point of view, the following reflections immediately
claim our attention. The height of ascent which the
centre of gravity of any system of masses can reach is
given by its vis viva, ^2mv^. In every case in which
work is done by forces, and in such cases the masses
follow the forces, this sum is increased by an amount
equal to the work done. On the other hand, in every
case in which the system moves in opposition to forces,
that is, when work, as we may say, is done upon the
system, this sum is diminished by the amount of work
done. As long, therefore, as the algebraical sum of
the work done on the system and the work done by the
system is not changed, whatever other alterations may
take place, the sum ^ .2»2&2 also remains unchanged.
Huygens now, observing that this first property of ma-
terial systems, discovered by him in his investigations
on the pendulum, also obtained in the case of impact,
could not help remarking that also the sum of the
vires viva must be the same before and after im-
pact. For in the mutually effected alteration of the
forms of the colliding bodies the material system con-
sidered has the same amount of work done on it as, on
THE EXTENSION OF THE PRINCIPLES. 323
the reversal of the alteration, is done by it, provided al-
ways the bodies develop forces wholly determined by
the shapes they assume, and that they regain their
original form by means of the same forces employed to
effect its alteration. That the latter process takes
place, definite experience alone can inform us. This law
obtains, furthermore, only in the case of so-called per-
fectly elastic bodies.
Contemplated from this point of view, the majority The deduc-
of the Huygenian laws of impact follow at once. Equal laws of im-
masses, which strike each other with equal but oppo- notion of
... , , . , , ... i-r^i ^^^ viva and
Site velocities, rebound with the same velocities. The work.
velocities are uniquely determined only when they are
equal, and they conform to the principle of vis viva
only by being the same before and after impact. Fur-
ther it is evident, that if one of the unequal masses in
impact change only the sign and not the magnitude of
its velocity, this must also be the case with the other.
On this supposition, however, the relative velocity of
separation after impact is the same as the velocity of
approach before impact. Every imaginable case can
be reduced to this one. Let c and c' be the velocities
of the mass in before and after impact, and let them be
of any value and have any sign. We imagine the whole
system to receive a velocity u of such magnitude that
« -(- f = — (« -|- <:') or « = (c — c")!'!. It will be seen
thus that it is always possible to discover a velocity of
transportation for the system such that the velocity of
one of the masses will only change its sign. And so
the proposition concerning the velocities of approach
and recession holds generally good.
As Huygens's peculiar group of ideas was not fully
perfected, he was compelled, in cases in which the ve-
locity-ratios of the impinging masses were not origin-
324
THE SCIENCE OF MECHANICS.
Huygens's
tacit appro-
priation of
the idea of
mass.
Construc-
tive com-
parison of
the special
and general
case of im-
pact.
ally known, to draw on the Galileo-Newtonian system
for certain conceptions, as was pointed out above.
Such an appropriation of the concepts mass and mo-
mentum, is contained, although not explicitly ex-
pressed, in the proposition according to which the ve-
locity of each impinging mass simply changes its sign
when before impact JZ/w = — cjC. If Huygens had
wholly restricted himself to his own point of view, he
would scarcely have discovered this proposition, al-
though, once discovered, he was able, after his own
fashion, to supply its deduction. Here, owing to the
fact that the momenta produced are equal and oppo-
site, the equalised velocity of the masses on the com-
pletion of the change of form will be « = 0. When the
alteration of form is reversed, and the same amount of
work is performed that the system originally suffered,
the same velocities with opposite signs will be restored.
If we imagine the entire system affected with a ve-
locity of translation, this particular case will simulta-
neously present \}a.& general c^sQ.
Let the impinging masses be
represented in the figure by
M=BC and m = AC (Fig.
164), and their respective velo-
cities by C=AD and c = BE.
On AB erect the perpendicular
CF, and through F draw IK
parallel to AB. Then ID = [m. C~-^)/{M-\- ni) and
KB = {M.C — c')II^M -\- m). On the supposition now
that we make the masses M and m collide with the
velocities ID and KE, while we simultaneously impart
to the system as a whole the velocity
It = AI=^B = C— {in . C^^c)/{M-{- ni) =
c+ (M. C'.^^c)/{M+ m) = (MC+mc)/{M+ m),
Fig. 164.
THE EXTENSION OF THE PRINCIPLES. 325
the spectator who is moving forwards with the velocity
u will see the particular case presented, and the spec-
tator who is at rest will see the general case, be the
velocities what they may. The general formulae of im-
pact, above deduced, follow at once from this concep-
tion. We obtain :
M -{- m M-\- m
^ M{C—c) _mc-\- M{2C^ c)
v^^BH^c^ 2
M -\- m M -\- m
Huygen's successful employment of the fictitious signifi-
cance of the
motions IS the outcome of the simple perception that fictitious
' motions.
bodies not affected with differences of velocities do not
act on one another in impact. All forces of impact are
determined by differences of velocity (as all thermal
effects are determined by differences of temperature).
And since forces generally determine, not velocities,
but only changes of velocities, or, again, differences of
velocities, consequently, in every aspect of impact the
sole decisive factor is differences of velocity. With re-
spect to which bodies the velocities are estimated, is
indifferent. In fact, many cases of impact which from
lack of practice appear to us as different cases, turn
out on close examination to be one and the same.
Similarly, the capacity of a moving body for work. Velocity, a
whether we measure it with respect to the time of its level.
action by its momentum or with respect to the distance
through which it acts by its vis viva, has no signifi-
cance referred to a single body. It is invested with
such, only when a second body is introduced, and, in
the first case, then, it is the difference of the veloci-
ties, and in the second the square of the difference that
is decisive. Velocity is a physical level, like tempera-
ture, potential function, and the like.
326 THE SCIENCE OF MECHANICS.
Possible It remains to be remarked, that Huygens could
odgl^of have reached, originally, in the investigation of the
ideaf™^ ^ phenomena of impact, the same results that he pre-
viously reached by his investigations of the pendulum.
In every case there is one thing and one thing only to
be done, and that is, to discover in all the facts the same
elements, or, if we will, to rediscover in one fact the
elements of another which we already know. From
which facts the investigation starts, is, however, a
matter of historical accident.
Conserva- g. Let US close our examination of this part of the
mentum in-subject with a few general remarks. The sum of the
momenta of a system of moving bodies is preserved in
impact, both in the case of inelastic and elastic bodies.
But this preservation does not take place precisely in
the sense of Descartes. The momentum of a body is
not diminished in proportion as that of another is in-
creased ; a fact which Huygens was the first to note.
If, for example, two equal inelastic masses, possessed
of equal and opposite velocities, meet in impact, the
two bodies lose in the Cartesian sense their entire mo-
mentum. If, however, we reckon all velocities in a
given direction as positive, and all in the opposite as
negative, the sum of the momenta is preserved. Quan-
tity of motion, conceived in this sense, is always pre-
served.
The vis viva of a system of inelastic masses is al-
tered in impact ; that of a system of perfectly elastic
masses is preserved. The diminution of vis viva pro-
duced in the impact of inelastic masses, or produced
generally when the impinging bodies move with a com-
mon velocity, after impact, is easily determined. Let
M, m be the masses, C, c their respective velocities be-
THE EXTENSION OF THE PRINCIPLES. 327
fore impact, and u their common velocity after impact ; Conserva-
V . -1 1 1- . . . tion of vis
tnen tne loss 01 vis viva is vi-va in im-
pact inter-
\MC'^ -\-\mc-^ — \{M -^m)U^, (l)preted.
which in view of the fact that u =^ {MC + m c)/{M-\- m)
may be expressed in the form ^{Mm/M-\- ni) (C — ds = i2mliv^ — 7>J) (1)
Theprinci- 2. In illustration of the principle of vis viva we
pleillus- . ,,,,.,
trated by shall first Consider the simple problem which we treated
the motion . . ,
of a wheel by the principle of D'Alembert. On
and axle.
a wheel and axle with the radii R, r
hang the weights P, Q. When this
machine is set in motion, work is per-
formed by which the acquired vis viva
is fully determined. For a rotation of
the machine through the angle a, the
work is
P.Ra—Q. ra = a{PR—Qr).
Calling the angular velocity which
corresponds to this angle of rotation, cp, the vis viva
generated will be
P {RcpY Q {rcpy _ m2
Fig. 173.
{FR'^ + Qr^).
Consequently, the equation obtains
a{PR— Qr).
{PR^ -f Qr^)
(1)
Now the motion of this case is a uniformly accelerated
motion ; consequently, the same relation obtains here
between the angle a, the angular velocity cp, and the
THE EXTENSION OF THE PRINCIPLES.
345
angular acceleration ^, as obtains in free descent be-
tween s, V, g. If in free descent s = v"^ /ig, then here
Introducing this value of a in equation (i), we get
for the angular acceleration of F, %j:^{PR — Qr/
PR"^ -\- Qr^')g, and, consequently, for its absolute ac-
celeration Y = {-P-R — Qr/RR^ + Qr^) Rg, exactly as
in the previous treatment of the problem.
As a second example let us consider the case of a a roiling
, -,, cylinder on
massless cylinder of radius r, m the surface of which, an inclined
plane.
diametrically opposite each other, are fixed two equal
masses m, and which in consequence of the weight of
Fig. 174.
these masses rolls without sliding down an inclined
plane of the elevation a. First, we must convince our-
selves, that in order to represent the total vis viva of
the system we have simply to sum up the vis viva of
the motions of rotation and progression. The axis of
the cylinder has acquired, we will say, the velocity u
in the direction of the length of the inclined plane, and
we will denote by v the absolute velocity of rotation of
the surface of the cylinder. The velocities of rotation v
of the two masses m make with the velocity of progres-
sion u the angles 6 and 0' (Fig. 175), where 6 -\- 0'
= 180°. The compound velocities w and z satisfy
therefore the equations
ze)2 ^ 2/2 -)- z;2 — 2uvcos6
z^ =u^ -{- v^ — 2uvcos6'.
72_
346 THE SCIENCE OF MECHANICS.
The law of But since COS 6-= — COS d', it follows that
motion of
such a 7£/^ + 2;2 =- L! //2 _j_ ^! 7,a^ or,
cylinder. '
^mw"^ + Imz'^ = ),iirlii~ -\ lin'lv'^ = inn'' -\- wv^
If the cylinder moves through the angle cp, m describes
in consequence of the rotation the space r cp, and the
axis of the cylinder is likewise displaced a distance rep.
As the spaces traversed are to each other, so also
are the velocities v and //, which therefore are equal.
The total vis viva may accordingly be expressed by
2mu^. If /is the distance the cylinder travels along
the length of the inclined plane, the work done is
2img. Isma = 2mu'^; whence « = l/^/. sin a. If we
compare with this result the velocity acquired by a body
in sliding down an inclined plane, namely, the velocity
1/2^/ sin a, it will be observed that the contrivance we
are here considering moves with only one-half the ac-
celeration of descent that (friction neglected) a sliding
body would under the same circumstances. The rea-
soning of this case is not altered if the mass be uni
formly distributed over the entire surface of the cylin-
der. Similar considerations are applicable to the case
of a sphere rolling down an inclined plane. It will be
seen, therefore, that Galileo's experiment on falling
bodies is in need of a quantitative correction.
A modifica- Next, let US distribute the mass nt uniformly over
preceding the surface of a cylinder of radius Ji, which is coaxal
with and rigidly joined to a massless cylinder of radius
r, and let the latter roll down the inclined plane. Since
here v/u = Ji/r, the principle of vis viva gives mgl
sina = ^w«2(l _|_ Ji'i jr'^^, whence
case.
THE EXTENSION OF THE PRINCIPLES. -ii^-j
For Rjr = I the acceleration of descent assumes its
previous value g]i. For very large values of Rjr the
acceleration of descent is very small. When Rjr = oo
it will be impossible for the machine to roll down the
inclined plane at all.
As a third example, we will consider the case of a The motion
chain, whose total length is /, and which lies partly on on an in-
a horizontal plane and partly on a plane having the plane,
angle of elevation a. If we imagine the surface on
which the chain _^_^^,^,^^^^^^^^^^^^^^^_^^^^^
rests to be very
smooth, any very
small portion of
the chain left hang- '
, . Fig. 176.
mg over on the in-
clined plane will draw the remainder after it. If // is
the mass of unit of length of the chain and a portion x
is hanging over, the principle of vis viva will give for
the velocity v acquired the equation
ulv'^ X . x^ .
— ^— =Mxg -^ sm a = /^^ — sm a,
or V ^= X vg sin a /I. In the present case, therefore,
the velocity acquired is proportional to the space de-
scribed. The very law holds that Galileo first con-
jectured was the law of freely falling bodies. The
same reflexions, accordingly, are admissible here as at
page 248.
3. Equation (i), the equation of vis viva, can always Extension
be employed, to solve problems of moving bodies, cipie of"£
when the total distance traversed and the force that """''
acts in each element of the distance are known. It was
disclosed, however, by the labors of Euler, Daniel Ber-
noulli, and Lagrange, that cases occur in which the
348 THE SCIENCE OF MECHANICS.
principle of vis viva can be employed without a knowl-
edge of the actual path of the motion. We shall see
later on that Clairaut also rendered important services
in this field.
There- Galileo, even, knew that the velocity of a heavy
searches of ^^jjj^^ -^^^^ depended solely on the vertical height de-
scended through, and not on the length or form of the
path traversed. Similarly, Huygens finds that the vis
viva of a heavy material system is dependent on the
vertical heights of the masses of
the system. Euler was able to
make a further step in advance.
If a body K (Fig. 177) is at-
tracted towards a fixed centre
C in obedience to some given
law, the increase of the vis viva
in the case of rectilinear ap-
proach is calculable from the
initial and terminal distances
Pig j^^ (r^, r,). But the increase is the
same, if K passes at all from the
position r^ to the position r,, independently of the
forin of its path, KB. For the elements of the work
done must be calculated from the projections on the
radius of the actual displacements, and are thus ulti-
mately the same as before.
The re- If K is attracted towards several fixed centres C,
Daniel Ber- C , C" . . . ., the increase of its vis viva depends on the
nouUi and ..... t n 1 i - i
Lagrange, mitial distances r^, r^, r^ .... and on the terminal
distances r,, r,', r,". . . ., that is on the initial and ter-
minal positions of K. Daniel Bernoulli extended this
idea, and showed further that where movable bodies
are in a state of mutual attraction the change of vis viva
is determined solely by their initial and terminal dis-
THE EXTENSION OF THE PRINCIPLES. 349
tances from one another. The analytical treatment of
these problems was perfected by Lagrange. If we join
a point having the coordinates a, b, c with a point hav-
ing the coordinates x, y, z, and denote by r the length
of the line of junction and by a, ft, y the angles that
line makes with the axes of x, y, z, then, according to
Lagrange, because
;-2 = (.V _ a)2 + (_,,_ ^)2 + (z — 0^
X — a dr „ y — b dr
cos a = = —-, cos p = = -;-,
r dx r dy
z — c dr
cos Y = = -r-
r dz
dF(r)
Accordingly, if fir) = — j-^— is the repulsive force, or The force
dr compo-
• r 1 • r • 1 1 nents, par-
the negative of the attractive force acting between the tiai differ-
. ... . ential coef-
two points, the components will be ficientsof
the same
,, , dI'Mdr dFir') function of
X =/{r) cos or = ^ ' — ^ ^ '=°»"-'i'-
coSrdi-
dr dx dx ' n^'^^-
y=/(.)COS/J=-^^- = -^J,
Z=/WcosK = ^9^^^ = '^^^.
•^ ^ ■' ' dr dz dz
The force-components, therefore, are the partial
differential coefficients of one and the same function of
r, or of the coordinates of the repelling or attracting
points. Similarly, if several points are in mutual ac-
tion, the result will be
X = ~
dx
- dj
Z — --
dz'
dU , . dU ^ .
350 TffE SCIENCE OF MECHANICS.
The force- where CA is a function of the coordinates of the points.
function. ^^.^ function was subsequently called by Hamilton*
the force-function.
Transforming, by means of the conceptions here
reached, and under the suppositions given, equation
(i) into a form apphcable to rectangular coordinates,
we obtain
:2C{Xdx + Ydy + Zdz) = :2\m (w^ — w„2) or,
since the expression to the left is a complete differen-
tial,
^( CdU , dU , ^,
2JdU=:S(,U,— U:) = 2im(_v' — v,^),
where [/^ is a function of the terminal values and U^
the same function of the initial values of the coordi-
nates. This equation has received extensive applica-
tions, but it simply expresses the knowledge that under
the conditions designated the work done and therefore
also the vis viva of a system is dependent on the posi'
tions, or the coordinates, of the bodies constituting it.
If we imagine all masses fixed and only a single
one in motion, the work changes only as U changes.
The equation U= constant defines a so-called level
surface, or surface of equal work. Movement upon
such a surface produces no work. U increases in the
direction in which the forces tend to move the bodies.
VII.
THE PRINCIPLE OF LEAST CONSTRAINT.
I. Gauss enunciated (in CreW&'s Journal fur Mathe-
matik, Vol. IV, 1829, p. 233) a new law of mechanics,
the principle of least constraint. He observes, that, in
* On a General Method in Dynamics, Phil. Trans, for 1834, See also C. G.
}. Jacobi, Vorlesungen iiber Dynavtih, edited by Clebsch, 1866.
THE EXTENSION OF THE PRINCIPLES. 351
the form which mechanics has historically assumed, dy- History of
■ r J J • / r 1 T~v » A 1 *^® princi-
namics IS lounded upon statics, (tor example, DAlem- pie of least
, , ... , ... .. ,,., constraint.
bert s prmciple on the prmciple of virtual displace-
ments,) whereas one naturally would expect that in
the highest stage of the science statics would appear
as a particular case of dynamics. Now, the principle
which Gauss supplied, and which we shall discuss in
this section, includes both dynamical and statical cases.
It meets, therefore, the requirements of scientific and
logical aesthetics. We have already pointed out that this
is also true of D'Alembert's principle in its Lagrangian
form and the mode of expression above adopted.
No essentially new principle, Gauss remarks, can now be
established in mechanics ; but this does not exclude
the discovery of new points of view, from which mechan-
ical phenomena may be fruitfully contemplated. Such
a new point of view is afforded by the principle of
Gauss.
2. Let «, »2, . . . . be masses, connected in any man- statement
., / of the prin-
ner with one another. These masses, ii_?9'^«', would, under cipie.
the action of the forces im-
pressed on them, describe in a
very short element of time the
spaces a b, a, b , . . . .; but in
consequence of their connec-
tions they describe in the same
element of time the spaces a c,
a, c, . . . . Now, Gauss's principle asserts, that the mo-
tion of the connected points is such that, for the motion
actually taken, the sum of the products of the mass of
each material particle into the square of the distance of
its deviation from the position it would have reached if
free, namely »2(i5,r) 2 -|- m, {b,c,y + ■ • • ■=^ ^ m{b cy , is
a minimum, that is, is smaller for the actual motion
352 THE SCIENCE OF MECHANICS.
than for any other conceivable motion in the same con-
nections. If this sum, '2m(bcy, is less for rest than
for any motion, equilibrium will obtain. The principle
includes, thus, both statical and dynamical cases.
Definition The Sum 2m{l>cy is called the "constraint."* In
of " con- . , , . . , , . .
straint." formmg this sum it IS plam that the velocities present
ill the system may be neglected, as the relative posi-
tions of a, b, c are not altered by them.
3. The new principle is equivalent to that of
D'Alembert ; it may be used in place of the latter; and,
as Gauss has shown, can also be deduced from it. The
impressed forces carry the free mass m in an element of
time through the space ab, the effective forces carry the
same mass in the same time in consequence of the con-
nections through the space ac. We resolve ab into ac
and cb; and do the same for all the
masses. It is thus evident that
forces corresponding to the dis-
^ tances cb, c,b, . . . . and propor-
tional to mcb, m^Cfb,..., do not,
Fig. 179.
owing to the connections, become
effective, but form with the connections an equilibrat-
ing system. If, therefore, we erect at the terminal posi-
tions c, Ci, c,i the virtual displacements cy, c, y,-.--,
forming with cb, c, b,.... the angles 6, 6,.... we may
apply, since by D'Alembert's principle forces propor-
tional to mcb, m, c, b,.... are here in equilibrium, the
principle of virtual velocities. Doing so, we shall have
* Professor Mach's term is Abweichungssumme . The Abweickung is the
declination or departure from free motion, called by Gauss the Ablenkung.
(See Duhring, Principien der Mechanik, g§ i68, l6g ; Routh, Rigid Dynamics.
Part 1, §§ 390-394.) The quantity ^ m \pcY is called by Gauss the Zwang; and
German mathematicians usually follow this practice. In English, the term
constraint is established in this sense, although it is also used with another,
hardly quantitative meaning, for the force which restricts a body absolutely
to moving in a certain way. — Trans,
THE EXTEXSIOX OF THE PRINCIPLES. 353
2m ci .CV COsd'P^O (1") The deduc-
' ^ ^ tion of the
But principle
of least
(iyy = (icy + {cyy —2bc.CyCOS.e, constraint.
(J>yy — (J>cy = {cyY — 2bc . cycosd, and
2m{6yy — 2m(l>cy=2m{cyy — 22m6c.cycosd (2)
Accordingly, since by (i) the second member of
the right-hand side of (2) can only be ^ or negative,
that is to say, as the sum 2m(cyy can never be dimin-
ished by the subtraction, but only increased, therefore
the left-hand side of (2) must also always be positive
and consequently '2m{byy always greater than '2m
(bey, which is to say, every conceivable constraint
from unhindered motion is greater than the constraint
for the actual motion.
4. The declination, b c, for the very small element various
forms in
of time r, may, for purposes of practical treatment, be which the
principle
designated by s, and following Scheffler (Schlomilch's may be ex-
pressed.
Zeitschrift fiir Mathematik und Physik, 1858, Vol. Ill,
p. igy), we may remark that .f = yr"^ ji, where y de-
notes acceleration. Consequently, 2ms'^ may also be
expressed in the forms
72 7-2 74
'Sm .s.s = ^2my.s = -y 2p .s = --2my^,
where/ denotes the force that produces the declination
from free motion. As the constant factor in no wise
affects the minimum condition, we may say, the actual
motion is always such that
2ms-^ (1)
or
:sps (2)
or
:Smy^ (3)
is a minimum.
354
THE SCIENCE OF MECHANICS.
The motion
of a wheel
and axle.
5. We will first employ, in our illustrations, the
third form. Here again, as our first example, we se-
lect the motion of a wheel and axle by
the overweight of one of its parts
and shall use the designations above
frequently employed. Our problem
is, to so determine the actual accel-
erations y oi P and y, of Q, that
shall be a minimum, or, since y, =
— yir/R), so that Pig— yY +
C(^+ y-rjRY^N shall assume its smallest value.
Putting, to this end,
Fig. 180.
dN
7;7 = -^(^-
■r) + e[.°-+ri)i = o,
we get y — {PR — Qr/PR^ + Qr^) Rg, exactly as in
the previous treatments of the problem.
Descent on As Our second example, the motion of descent on
plane. an inclined plane may be taken. In this case we shall
employ the first form, 2ms^.
Since we have here only to
deal with one mass, our in-
quiry will be directed to find-
ing that acceleration of de-
scent y for the plane by
which the square of the de-
clination (i-2) is made a minimum. By Fig. 181 we
have
smar.
Fig. 181.
J2=U
+ r
-^g-j.
2 / ' Y 2 j ~"v*y ^T
and putting d{s '^)/dy = 0, we obtain, omitting all
constant factors, 2y — 2g sin or = or y^g. sin a, the
familiar result of Galileo's researches.
THE EXTENSION OF THE PRINCIPLES. 355
The following example will show that Gauss's prin- a case of
ciple also embraces cases of equilibrium. On the arms rium.'
a, a' of a lever (Fig. 182) are hung the heavy masses
m, m' . The principle requires that m{^g — y)^ -{-
m'{g — ^')2 shall be a minimum. But^'=; — y{a'/a).
Further, if the masses are in-
versely proportional to the I A 1
lengths of the lever-arms, that «[_| f-i
is to say, if m/m' = a' /a, then
y' ^ — y {m/m"). Conse- 'S-^^-
quently, m {g — K) ^ + ^'(^ + V ■ mjm'Y = N must
be made a minimum. Putting dN/dy =^ 0, we get
m{i -\- m/m')y = or ;^ = 0. Accordingly, in this case
equilibrium presents the least constraint from free mo-
tion.
Every new cause of constraint, or restriction upon New causes
the freedom of motion, increases the quantity of con- straint in-
, , . . , , - ... crease the
stramt, but the increase is always the least possible, departure
T r 1 1 1 • r from free
It two or more systems be connected, the motion of motion,
least constraint from the motions of the unconnected
systems is the actual motion.
If, for example, we join together several simple
pendulums so as to form a compound linear pendulum,
the latter will oscillate with the motion
of least constraint from the motion of the
single pendulums. The simple pendulum,
for any excursion a, receives, in the di-
rection of its path, the acceleration g
sin a. Denoting, therefore, by y sin a the
acceleration corresponding to this excur- p. ^g
sion at the axial distance i on the com-
pound pendulum, .2w {g sin a — ry sin a) 2 or '2m {g —
ryy^ will be the quantity to be made a minimum. Conse-
quently, 2m{g — ryy=zQ, and y = g(2mr/2mr^).
356
THE SCIENCE OF MECHANICS.
The problem is thus disposed of in the simplest man-
ner. But this simple solution is possible only because
the experiences that Huygens, the BernouUis, and oth-
ers long before collected, are implicitly contained in
Gauss's principle,
iiiustra- 6. The increase of the quantity of constraint, or
tions of the . .. . ^ „ , ■ i £
preceding dcchnation, from free motion by new causes oi con-
emen . ^j.^.^^^^^ ^^^ ^^ exhibited by the following examples.
Over two stationary pulleys A, B, and beneath a
movable pulley C (Fig. 184), a cord is passed, each
Fig. 185.
extremity of which is weighted with a load P; and on
Ca load -zF -\- j> is placed. The movable pulley will
now descend with the acceleration (J>/^P -\- f) g. But
if we make the pulley A fast, we impose upon the
system a new cause of constraint, and the quantity of
constraint, or declination, from free motion will be in-
creased. The load suspended from B, since it now
moves with double the velocity, must be reckoned as
possessing four times its original mass. The mova-
ble pulley accordingly sinks with the acceleration
(//S/" -\- f) g. A simple calculation will show that the
constraint in the latter case is greater than in the former.
THE EXTENSION OF THE PRINCIPLES.
357
A number, n, of equal weights, /, lying on a smooth
horizontal surface, are attached to n small movable
pulleys through which a cord is drawn in the manner
indicated in the figure and loaded at its free extremity
with /. According as all the pulleys are movable or all
except one ^xe. fixed, we obtain for the motive weight/,
allowing for the relative velocities of the masses as re-
ferred to/, respectively, the accelerations (4«/i -\- \n)g
and (.4/5) g- If all the n-\- 1 masses are movable, the
deviation assumes the value/^/4« + i, which increases
as «, the number of the movable masses, is decreased.
Fig. 186.
7. Imagine a body of weight Q, movable on rollers Treatment
. . , . , of a me-
on a horizontal surface, and having an inclined plane chanicai'
, . problem by
face. On this inclined face a body of weight P is different
mechanical
placed. We now perceive instinctively that P will de- principles,
scend with quicker acceleration when Q is movable
and can give way, than it will when Q is fixed and 7"s
descent more hindered. To any distance of descent h
of /' a horizontal velocity v and a vertical velocity u of
P and a horizontal velocity w oi Q correspond. Owing
to the conservation of the quantity of horizontal mo-
tion, (for here only internal forces act,) we have Pv =
Qw, and for obvious geometrical reasons (Fig. 186)
also
M = (z' -|- ^) tan a
The velocities, consequently, are
: =^ U
3S8 THE SCIENCE OF MECHANICS.
Q
First.bythe V = „ 7 ^ COi a . U,
principles ' ~r Cl
of the con-
servation of J>
momentum ^ —- COt ff . U.
and of V2S jp I Q
villa.. ^^ "^
■uiva.
For the work Ph performed, the principle of vis
viva gives
-,, Fu^ P( Q , Y^^ ,
gXJ'+Q I 2-
Multiplying by -— , we obtain
/ Q cos2ar\«2
To find the vertical acceleration y with which the
space h is described, be it noted that h = u"^ jo. y. In-
troducing this value in the last equation, we get
(7'+ 0sin2a
V = ■ — —- . s:
'^ Psm^a+ Q ^
For Q = CD, y = g sin ^ a, the same as on a sta-
tionary inclined plane. For ^ = 0, y =:g, s.s in free
descent. For finite values of Q^mF, we get,
smce ^-- ■ > 1,
sm^a -(- m
(1 -1- m)sm.^a . „
"' — .g'^gsm^a.
' m -\- sin^a
The making of Q stationary, being a newly imposed
cause of constraint, accordingly increases the quantity
of constraint, or declination, from free motion.
To obtain y, in this case, we have employed the
principle of the conservation of momentum and the
THE EXTENSION OF THE PRINCIPLES. 359
principle of vis viva. Employing Gauss's principle, Second, by
we should proceed as follows. To the velocities de- cipie of
. Gauss.
noted as u, v, w the accelerations y> "> ^ correspond.
Remarking that in the free state the only acceleration
is the vertical acceleration of P, the others vanishing,
the procedure required is, to make
P P O
o 00
a minimum. As the problem possesses significance
only when the bodies P and Q touch, that is only when
y = {d ■\- e) tan a, therefore, also
P P O
N^— lg—iS+ £)tana]2 -\- - 6'^ -\- - e^ .
Forming the differential coefficients of this expression
with respect to the two remaining independent vari-
ables 8 and e, and putting each equal to zero, we ob-
tain
— [^_((y_|_ e)tana] i'tana-f P8 = Q and
_ [^_ ((J -I- e) tan or] /'tan a -\- Qe^O.
From these two equations follows immediately
PS — Qs^^O, and, ultimately, the same value for y
that we obtained before.
We will now look at this problem from another
point of view. The body P describes at an angle /3
with the horizon the space s, of which the horizontal
and vertical components are v and u, while simulta-
neously Q describes the horizontal distance w. The
force-component that acts in the direction of s is Psin /?,
consequently the acceleration in this direction, allow-
ing for the relative velocities of P and Q, is
P.sin^
p~q7^'
7 .f U/
36o THE SCIENCE OF MECHANICS.
Third, by Employing the following equations which are di-
the ex- ,,,.,,
tended con- rectly Qeaucible,
cept of mo- ^^ „
mentofin- Qw=^FV
ertia. ^
V = s cosp
u ^^v tan /J.
the acceleration in the direction of s becomes
Qsi-a.fi
Q + Pco^^
and the vertical acceleration corresponding thereto is
_ (2sin2^
'^ ~ Q + P^^^i' ^'
an expression, which as soon as we introduce by means
of the equation u = {v ^ -w) tan a, the angle-func-
tions of a for those of yS, again assumes the form above
given. By means of our extended conception of mo-
ment of inertia we reach, accordingly, the same result
as before.
Fourth, by Finally we will deal with this problem in a direct
cipies.''"" manner. The body/' does not descend on the mova-
ble inclined plane with the vertical acceleration g, with
which it would fall if free, but with a different vertical
acceleration, y- It sustains, therefore, a vertical coun-
terforce {P/g){g — y). But as F and Q, friction
neglected, can only act on each other by means of a
pressure S, normal to the inclined plane, therefore
P
{g — y) ^ 6' cos a and
n ■ <2 -P
o sm a = — s ^■—
From this is obtained
-z(g—r)=-~ecota,
o S
THE EXTENSION OF THE PRINCIPLES. 361
and by means of the equation y =^{S -\- s) tan a, ulti-
mately, as before,
_(7'+0sin2a
Psin2a+ Q
Q sin a cos a
g (1)
Fsm^a-\- Q
I' sin. a cos a
g (2)
' Fsm^a -\- Q"
(3)
If we put P^Q and a^=A.K , we obtain for this Discussion
• , „ T, of there-
particular case y = \g, o = \g, e = ^g. For F/g = suits.
Q/g= I we find the "constraint," or declination from
free motion, to be^^^^. If we make the inclined plane
stationary, the constraint will be g^/'2. If jP moved on
a stationary inclined plane of elevation /J, where
tan /3 = y/S, that is to say, in the same path in which
it moves on the movable inclined plane, the constraint
would only be g^ /S- And, in that case it would, in
reality, be less impeded than if it attained the same
acceleration by the displacement of Q.
8. The examples treated will have convinced us that Gauss's
• 1 ■ • rr 1 1 1 principle
no substantially new insight or perception is afforded by affords no
• 1 T^ 1 ■ r / r ^ • newinsight
Gauss's principle. Employing form (3) of the prin-
ciple and resolving all the forces and accelerations in
the mutually perpendicular coordinate-directions, giv-
ing here the letters the same significations as in equa-
tion (i) on page 342, we get in place of the declination,
or constraint, '2, my''', the expression
N^^n
m I \m 7 \in
(4)
and by virtue of the minimum condition
dN=t'2m
m J \m '
362 THE SCIENCE OF MECHANICS.
m j
or :2l{X—mS)dS+iY—mrf)dri+{Z—mZ)dZ'] = Q.
Gauss's and If no connections exist, the coefficients of the (in
berfs prin- that case arbitrary) dS, dr), dS,, severally made = 0,
ciples com- . . , . .,-^ .^ . ' -
mutable, give the equations of motion, cut it connections do
exist, we have the same relations between d^, drj, dS,
as above in equation (i), at page 342, between Sx, Sy,
8z. The equations of motion come out the same ; as
the treatment of the same example by D'Alembert's
principle and by Gauss's principle fully demonstrates.
The first principle, however, gives the equations of
motion directly, the second only after differentiation.
If we seek an expression that shall give by differentia-
tion D'Alembert's equations, we are led perforce to the
principle of Gauss. The principle, therefore, is new
only in form and not in matter. Nor does it, further,
possess any advantage over the Lagrangian form of
D'Alembert's principle in respect of competency to com-
prehend both statical and dynamical problems, as has
been before pointed out (page 342).
The phys- There is no need of seeking a mystical or metaphys-
ical basis . c r- •■i^i •
of the prin- teal reason for Gauss's principle. The expression ' ' least
constraint" may seem to promise something of the
sort ; but the name proves nothing. The answer to the
question, "/« what does this constraint consist ? " can-
not be derived from metaphysics, but must be sought
in the facts. The expression (2) of page 353, or (4) of
page 361, which is made a minimum, represents the
work done in an element of time by the deviation of the
constrained motion from the free motion. This work,
the work due to the constraint, is less for the motion
actually performed than for any other possible motion.
THE EXTENSION OF THE PRINCIPLES.
363
Once we have recognised work as the factor deter- Raie of the
- . factor work
minative 01 motion, once we have grasped the mean-
ing of the principle of virtual displacements to be, that
motion can never take place except where work can be
performed, the following converse truth also will in-
volve no difficulty, namely, that all the work that can
be performed in an element of time actually is per-
formed. Consequently, the total diminution of work
due in an element of time to the connections of the
system's parts is restricted to the portion annulled by
the counter-work of those parts. It is again merely a
new aspect of a familiar fact with which we have here
to deal.
This relation is displayed in the very simplest cases. The foun-
. dationsot
Let there be two masses m and m at A, the one im- the princi-
ple recog-
pressed with a force /, the other with nisabie in
„ the sim-
the force ^. If we connect the two, we , „ ^o piest cases.
shall have the mass 2 m acted on by a
resultant force r. Supposing the spaces
described in an element of time by the
free masses to be represented by A C,
A£, the space described by the con-
joint, or double, mass will he AO ^
^AD. The deviation, or constraint,
is m{OB^ + OC^). It is less than
it would be if the mass arrived at the end of the ele-
ment of time in M or indeed in any point lying out-
side of B C, say JV, as the simplest geometrical con-
siderations will show. The deviation is proportional
to the expression p^ -\- g'^ -{- '2.pq cos 6/2, which in the
case of equal and opposite forces becomes 2/2^ and in
the case of equal and like-directed forces zero.
Two forces / and q act on the same mass. The
force q we resolve parallel and at right angles to the
Fig. 187.
364 THE SCIENCE OF MECHANICS.
Even in the direction of / in r and s. The work done in an element
the compo- of time is proportional to the squares of the forces, and
forces its if there be no connections is expressible by/^ -|- ^2 __
properties , , . . . , , i
arefound. ^2 _|_ 7- 2 _|_ j2 _ jf now ^ act directly counter to the
force p, a diminution of work will be effected and the
sum mentioned becomes (/ — r)^ -f j2_ Even in the
principle of the composition of forces, or of the mutual
independence of forces, the properties are contained
which Gauss's principle makes use of. This will best
be perceived by imagining all the accelerations simul-
taneously performed. If we discard the obscure verbal
form in which the principle is clothed, the metaphysical
impression which it gives also vanishes. We see the
simple fact ; we are disillusioned, but also enlightened.
The elucidations of Gauss's principle here presented
are in great part derived from the paper of Scheffler
cited above. Some of his opinions which I have been
unable to share I have modified. We cannot, for ex-
ample, accept as new the principle which he himself
propounds, for both in form and in import it is identical
with the D'Alembert-Lagrangian.
VIII,
THE PRINCIPLE OF LEAST ACTION.
Theorig- I. Maupertuis enunciated, in 1747, a principle
scur'eform which he called ^^ le principe de la moindre quantite d'ac-
cipieof tion," the principle of least action. He declared this
leastaction. ... . i - i . i -, , . , ,
principle to be one which eminently accorded with the
wisdom of the Creator. He took as the measure of
the "action" the product of the mass, the velocity,
and the space described, or mvs. Why, it must be
confessed, is not clear. By mass and velocity definite
quantities may be understood ; not so, however, by
THE EXTENSION OF THE PRINCIPLES. 365
space, when the time is not stated in which the space
is described. If, however, unit of time be meant, the
distinction of space and velocity in the examples treated
by Maupertuis is, to say the least, peculiar. It appears
that Maupertuis reached this obscure expression by an
unclear mingling of his ideas of vis viva and the prin-
ciple of virtual velocities. Its indistinctness will be
more saliently displayed by the details.
2. Let us see how Maupertuis applies his principle. Determina-
. . . tion of the
If M, m be two inelastic masses, C and c their velocities laws of im-
, ... ... pact by this
before impact, and u their common velocity after im- principle,
pact, Maupertuis requires, (putting here velocities for
spaces,) that the "action" expended in the change of
the velocities in impact shall be a minimum. Hence,
M{C- — v)"^ -\- m{c — u)'^ is a minimum; that is,
M{C — ii)-\- m(^c — u)^^\ or
J/C+ VIC
M ^ VI
For the impact of elastic masses, retaining the same
designations, only substituting V and v for the two ve-
locities after impact, the expression M(^C — ^)^ +
vi{c — z;)2 is a minimum; that is to say,
M{C—V)dV^vi{c — v)dv = ^ (1)
In consideration of the fact that the velocity of ap-
proach before impact is equal to the velocity of reces-
sion after impact, we have
C—c = — (^V—v') or
C+ F— (f+P) = (2)
and
d V— r/p = (3)
The combination of equations (i), (2), and (3)
readily gives the familiar expressions for V and v.
These two cases may, as we see, be viewed as pro-
366 THE SCIENCE OF MECHANICS.
cesses in which the least change of vis viva by reaction
takes place, that is, in which the least counter-work is
done. They fall, therefore, under the principle of
Gauss.
Mauper- 3. Peculiar is Maupertuis's deduction of the law of
auction of the lever. Two masses M and m (Fig. 188) rest on a
the law of _ . . ^ . ,
the lever by bar a, which the fulcrum divides into the portions
this prin- . . , , .
cipie. X and a — x. If the bar be set tn rotation, the veloci-
ties and the spaces described will be proportional to
the lengths of the lever-arms, and Mx''' -\- m{a — xY
is the quantity to be made a minimum, that is Mx —
m.{a — a^) = ; whence x =: majM -\- m, — a condition
that in the case of equilib-
, rium is actually fulfilled. In
M ■ m criticism of this, it is to be
'^ ^_^ remarked, first, that masses
Fig. 188, not subject to gravity or
other forces, as Maupertuis
here tacitly assumes, are always in equilibrium, and,
secondly, that the inference from Maupertuis's deduc-
tion is that the principle of least action is fulfilled
only in the case of equilibrium, a conclusion which it
was certainly not the author's intention to demonstrate.
The correc- If it were sought to bring this treatment into ap-
pertuis's proximate accord with the preceding, we should have
to assume that the heavy masses M ^.-aA m constantly
produced in each other during the process the least
possible change of vis viva. On that supposition, we
should get, designating the arms of the lever briefly by
a, b, the velocities acquired in unit of time by u, v, and
the acceleration of gravity by g, as our minimum ex-
pression, M(^g — w)2 -f- m{g — vY; whence M{g — u)
du -\- m{g — v)dv = 0. But in view of the connection
of the masses as lever.
deduction.
THE EXTENSION OF THE PRINCIPLES.
367
— = r . and
a
du = T dv;
o
whence these equations correctly follow
Ma — mb , , Ma — mb
■u — a P" ^} — h p*
Ma'^ ^mb'^^' Ma^-\-mb^^'
and for the case of equilibrium, where « = z/ ^ 0,
Ma — mb^ 0.
Thus, this deduction also, when we come to rectify
it, leads to Gauss's principle.
4. Following the precedent of Fermat and Leib- Treatment
■n/r '1 ii' -til °* '^^ ™°"
mtz, Maupertuis also treats by his method the motion tionoiy\%ht
r T 1 Tx -1 by the prin-
of light. Here agam, however, — '- -'
he employs the notion "least ac-
tion" in a totally different sense.
The expression which for the
case of refraction shall be a min-
imum, is m . AR -\- n . RB,
where AR and RB denote the
paths described by the light in
the first and second media re-
spectively, and m and n the corresponding velo-
cities. True, we really do obtain here, if R be de-
termined in conformity with the minimum condition,
the result sin a /sin /J = njin = const. But before, the
' ' action " consisted in the change of the expressions
mass X velocity X distance ; now, however, it is con-
stituted of the sum of these expressions. Before, the
spaces described in unit of time were considered ; in
the present case the total spaces traversed are taken.
Should not m. AR — n. RB or (^m — n){AR — RB)
be taken as a minimum, and if not, why not ? But
Fig. i8g.
368 THE SCIENCE OF MECHANICS.
even if we accept Maupertuis's conception, the recip-
rocal values of the velocities of the light are obtained,
and not the actual values.
Character;- It will thus be Seen that Maupertuis really had no
Mauper- principle, properly speaking, but only a vague form-
ciple.^"" ula, which was forced to do duty as the expression of
different familiar phenomena not really brought under
one conception. I have found it necessary to enter
into some detail in this matter, since Maupertuis's per-
formance, though it has been unfavorably criticised by
all mathematicians, is, nevertheless, still invested with
a sort of historical halo. It would seem almost as if
something of the pious faith of the church had crept
into mechanics. However, the mere endeavor to gain
a more extensive view, although beyond the powers of
the author, was not altogether without results. Euler,
at least, if not also Gauss, was stimulated by the at-
tempt of Maupertuis.
Euief'scon- c. Euler's view is, that the purposes of the phe-
tributions "^ „ y , , . , ,
to this sub- nomena of nature afford as good a basis of explana-
ject.
tion as their causes. If this position be taken, it will
be presumed a priori that all natural phenomena pre-
sent a maximum or minimum. Of what character this
maximum or minimum is, can hardly be ascertained
by metaphysical speculations. But in the solution of
mechanical problems by the ordinary methods, it is
possible, if the requisite attention be bestowed on the
matter, to find the expression which in all cases is
made a maximum or a minimum. Euler is thus not
led astray by any metaphysical propensities, and pro-
ceeds much more scientifically than Maupertuis. He
seeks an expression whose variation put = gives the
ordinary equations of mechanics.
For a single body moving under the action of forces
THE EXTENSION OF THE PRINCIPLES.
369
Euler finds the requisite expression in the formula
Cv ds, where ds denotes the element of the path and
V the corresponding velocity. This expression is sm aller
for the path actually taken than for any other infinitely
adjacent neighboring path between the same initial
and terminal points, which the body may be constrained
to take. Conversely, therefore, by seeking the path that
makes Cv ds a minimum, we can also determine the
path. The problem of minimising Cv ds is, of course,
as Euler assumed, a permissible one, only when v de-
pends on the position of the elements ds, that is to
say, when the principle of vis viva holds for the forces,
or a force-function exists, or what is the same thing,
when V is a. simple function of coordinates. For a mo-
tion in a plane the expression would accordingly as-
sume the form
The form
which the
principle
assumed in
Euler's
hands.
A
'+(ir
dx
Jcp (x, y) ■
In the simplest cases Euler's principle is easily veri-
fied. If no forces act, v is constant, and the curve of
motion becomes a straight line, for which Cv ds =
V C ds is unquestionably shorter than for any other
curve between the same terminal points.
Also, a body moving on a curved surface
without the action of forces or friction,
preserves its velocity, and describes on
the surface a shortest line.
The consideration of the motion of a
projectile in a parabola ^^C (Fig. 190)
will also show that the quantity Cv ds
is smaller for the parabola than for any
other neighboring curve ; smaller, even,
than for the straight line ^^C between the same ter-
minal points. The velocity, here, depends solely on the
Fig. igo
370 THE SCIENCE OF MECHANICS.
Mathemat- vertical space described by the body, and is therefore
ical devel- '^ . '
opmentot the same for all curves whose altitude above OC is the
this case. , . . , ,
same. If we divide the curves by a system of horizontal
straight lines into elements which severally correspond,
the elements to be multiplied by the same »'s, though
in the upper portions smaller for the straight line AD
than iox A B, are in the lower portions just the reverse ;
and as it is here that the larger v's come into play, the
sum upon the whole is smaller iox A B C than for the
straight line.
Putting the origin of the coordinates at A, reckon-
ing the abscissas x vertically downwards as positive,
and calling the ordinates perpendicular thereto y, we
obtain for the expression to be minimised
/^2,.(.+.)^l+(|l)^y,.
dx,
where g denotes the acceleration of gravity and a the
distance of descent corresponding to the initial velocity.
As the condition of minimum the calculus of variations
gives
V
V(. + -)|J
V-
= C or
<^
dy
■s,
Cdx
or
V2g(a + x)—C^
and, ultimately,
C ^
THE EXTENSION OF THE PRINCIPLES.
371
where C and C denote constants of integration that
pass into C= V iga and C"= 0, if for a: = 0, dx/dy =
and jc = be taken. Therefore, y = 21^ ax. By this
method, accordingly, the path of a projectile is •shown
to be of parabolic form.
6. Subsequently, Lagrange drew express attention The addi-
... -.-, .. tions of La-
to the fact that Euler's principle is applicable only in grange and
Jacobi.
cases in which the principle of vis viva holds. Jacobi
pointed out that we cannot assert that Cv ds for the ac-
tual motion is a minimum, but simply that the variation of
this expression, in its passage to an infinitely adjacent
neighboring path, is = 0. Generally, indeed, this con-
dition coincides with a maximum or minimum, but it
is possible that it should occur without such ; and the
minimum property in particular is subject to certain
limitations. For example, if a body, constrained to
move on a spherical surface, is set in motion by some
impulse, it will describe a great circle, generally a
shortest line. But if the length of the arc described
exceeds 180°, it is easily demonstrated that there exist
shorter infinitely adjacent neighboring paths between
the terminal points.
7. So far, then, this fact only has been pointed out, Euler's
1-11 expression
that the ordinary equations of motion are obtained by but one of
. . f ^ -n . 1 manywhich
equating the variation of ivds to zero. But since the give the
*^ 1 1 - r 1 • 1 equations
properties of the motion of bodies or of their paths may of motion,
always be defined by differential expressions equated
to zero, and since furthermore the condition that the
variation of an integral expression shall be equal to
zero is likewise given by differential expressions equated
to zero, unquestionably various other integral expres-
sions may be devised that give by variation the ordi-
nary equations of motion, without its following that the
372 THE SCIENCE OF MECHANICS.
integral expressions in question must possess on that
account any particular physical significance.
Yet the ex- 8. The striking fact remains, however, that so simple
pression . « , i .1 .
must po5- an expression as Cv ds does possess the property men-
icai import, tioned, and we will now endeavor to ascertain its phys-
ical import. To this end the analogies that exist be-
tween the motion of masses and the motion of light, as
well as between the motion of masses and the equilib-
rium- of strings — analogies noted by John Bernoulli
and by Mobius — will stand us in stead.
A body on which no forces act, and which there-
fore preserves its velocity and direction constant, de-
scribes a straight line. A ray of light passing through
a homogeneous medium (one having everywhere the
same index of refraction) describes a straight line. A
string, acted on by forces at its extremities only, as-
sumes the shape of a straight line.
Elucidation A body that moves in a curved path from a point
of this im- . ^ , , .
port by the ^ to a point B and whose velocity v = (p{x, y, z) is a
motion of a . ., . ^ t -n
mass, the function of Coordinates, describes between A and B a
ray of light, curve for which generally Cv ds is a minimum. A ray
and the r 1- i . r a ^ n i
equilibrium of light passing Irom A to B describes the same curve,
of a string.
if the refractive index of its medium, n^^ (p {x, y, z),
is the same function of coordinates ; and in this case
Cnds is a minimum. Finally, a string passing from
^ to ^ will assume this curve, if its tension S =
cp {x, y, z) is the same above-mentioned function of co-
ordinates ; and for this case, also, CSds is a minimum.
The motion of a mass may be readily deduced from
the equilibrium of a string, as follows. On an element
ds of a string, at its two extremities, the tensions S, S'
act, and supposing the force on unit of length to be P,
in addition a force P. ds. These three forces, which
we shall represent in magnitude and direction by BA,
THE EXTENSION OF THE PRINCIPLES.
373
BC, BD (Fig. 191), are in equilibrium. If now, a body, The motion
with a velocity v represented in magnitude and direc- deduced
tion by AB, enter the element of the path ds, and re- equilibrium
, , . . , , . „ „ of a string.
ceive withm the same the velocity component BF =
— BD, the body will proceed on-
ward with the velocity v' = BC.
Let Q be an accelerating force
whose action is directly opposite
to that of F; then for unit of time
the acceleration of this force will
be Q, for unit of length of the
string Q/v, and for the element
of the string {Q/v)ds. The body will move, therefore,
in the curve of the string, if we establish between the
forces P and the tensions S, in the case of the string,
and the accelerating forces Q and the velocity v in the
case of the mass, the relation
Fig. 191.
P:
= S:
The minus sign indicates that the directions of P and
Q are opposite.
A closed circular string is in equilibrium when be- The equi-
° ^ librium of
tween the tension 5 of the string, everywhere constant, closed
. strmgs.
and the force P falling radially outwards on unit of
length, the relation P = S/r obtains, where r is the
radius of the circle. A body will move with the con-
stant velocity z; in a circle, when between the velocity
and the accelerating force Q acting radially inwards
the relation
V P^
— = — or Q =: — obtains.
V r r
A body will move with constant velocity v in any curve
when an accelerating force Q = v'^/r constantly acts
374
THE SCIENCE OF MECHANICS.
on it in the direction of the centre of curvature of each
element. A string will lie under a constant tension .S
in any curve if a force P = Sjr acting outwardly from
the centre of curvature of the element is impressed on
unit of length of the string.
The deduc- No concept analogous to that of force is applicable
motion of to the motion of light. Consequently, the deduction of
light from ./ o T. ./ /
the motions the motiou of light from the equilibrium of a string or
of masses ^ -^ _ °
and the the motion of a mass must be differently effected. A
equilibrium •'
of strings, mass, let US say, is moving with the velocity AB = v.
(Fig. 192.) A force in the direction
BD is impressed on the mass which
produces an increase of velocity BE,
so that by the composition of the ve-
locities BC^=AB and BE the new
velocity BF = v' is produced. If we
resolve the velocities v, v' into com-
ponents parallel and perpendicular to
the force in question, we shall per-
ceive that the parallel components alone
are changed by the action of the force.
This being the case, we get, denoting
by k the perpendicular component, and by a and a'
the angles v and v' make with the direction of the
force,
k =^ V sin a
k ^v' sin a' or
sin a v'
sin a' V '
If, now, we picture to ourselves a ray of light that
penetrates in the direction of » a refracting plane at
right angles to the direction of action of the force, and
thus passes from a medium having the index of refrac-
Fig. 192.
THE EXTENSION OF THE PRINCIPLES. 375
tion n into a medium having the index of refraction n' , Deveiop-
. , . ... mentofthis
where njn = vjv , this ray of hght will describe the illustration.
same path as the body in the case above. If, there-
fore, we wish to imitate the motion 0/ a mass by the
motion of a ray of light (in the same curve), we must
everywhere put the indices of refraction, n, proportional
to the velocities. To deduce the indices of refraction
from the forces, we obtain for the velocity
d I — j = Pdq, and
for the index of refraction, by analogy,
d{^ = Pdq,
where P denotes the force and dq a distance-element
in the direction of the force. If ds is the element of
the path and a the angle made by it with the direction
of the force, we have then
/'cos a. ds
rf ( .-, ) = -^ cos a . ds.
For the path of a projectile, under the conditions above
assumed, we obtained the expression jy = 2 1^ a x. This
same parabolic path will be described by a ray of light,
if the law n = \/2g(a -\- x) be taken as the index of
refraction of the medium in which it travels.
9. We will now more accurately investigate the Relation of
, . 1 1 , . . . . J the mini-
manner in which this minimum property is related to mum prop-
. erty to the
the form of the curve. Let us take, first, (Fig. 193) a form of
curves.
broken straight line ABC, which intersects the straight
line MN, put A£ =^ s, BC=^ s', and seek the condition
that makes vs -f- v's' a minimum for the line that passes
376
THE SCIENCE OF MECHANICS.
First, de-
duction of
the mini-
mum Condi
tion.
through the fixed points A and B, where v and v are
supposed to have different, though constant, values
above and below MN. If we displace the point B an
infinitely small distance to D, the new line through A
and C will remain parallel to the original one, as the
drawing symbolically shows. The expression vs -\- v's'
is increased hereby by an amount
— vm sin a -\- v' m sin a,
where m^DB. The alteration is accordingly propor-
tional to — V sva. a -\- v' zva. a' , and the condition of
minimum is that
— z)sina-|- z/sin or'^O, or
sin a
sin a
Fig. 193.
Fig. 194.
If the expression sjv -\- s' fv' is to be made a minimum,
we have, in a similar way,
sma
sin a'
Second, the If, next, we consider the case of a string stretched
application . , , . . °
of this con- m the direction ABC, the tensions of which S and S'
ditiontothe
equilibrium are different above and below MN, in this case it is
of a string. , . .
the mmmium of ^j- + S's' that is to be dealt with. To
obtain a distinct idea of this case, we may imagine the
THE EXTENSION OF THE PRINCIPLES.
377
motion of a
ray of light.
String stretched once between A and B and thrice be-
tween B and C, and finally a weight P attached. Then
S:= F and S' = ^B. If we displace the point B a dis-
tance w, any diminution of the expression Ss -\- S's'
thus effected, will express the increase of work which
the attached weight P performs. If — Sm sin a -\-
S'm sin Of ' =: 0, no work is performed. Hence, the mini-
mum of ^Sj + 6"j'' corresponds to a maximum of work.
In the present case the principle of least action is sim-
ply a different form of the principle of virtual displace-
ments.
Now suppose that ABC is a ray of light, whose ve- Third, the
application
locities V and v' above and below MN are to each other of this con-
. r 1- 1 ditiontothe
as 3 to I. The motion of light be-
tween two points A and B is such
that the light reaches B va. z. mini-
mum of time. The physical reason
of this is simple. The light travels
from A to B, in the form of ele-
mentary waves, by different routes.
Owing to the periodicity of the light,
the waves generally destroy each
other, and only those that reach the
designated paint in equal times, that is, in equal phases,
produce a result. But this is true only of the waves
that arrive by the minimum path and its adjacent neigh-
boring paths. Hence, for the path actually taken by
the light sfv -\- s' jv is a minimum. And since the in-
dices of refraction n are inversely proportional to the
velocities v of the light, therefore also ns A^ n's' is a
minimum.
In the consideration of the motion of a mass the con-
dition that f'j- -|- v's' shall be a minimum, strikes us as
something novel. (Fig. 195.) If a mass, in its passage
Fig. 195.
378 THE SCIENCE OF MECHANICS.
Fourth, its through a plane MN, receive, as the result of the action
to the mo- of a force impressed in the direction DB, an increase of
tion of a , , i • i • ■ • i i • • j /
mass. velocity, by which v, its original velocity, is made v , we
have for the path actually taken by the mass the equa-
tion V sin a ^ v' sin a' ^= k. This equation, which is also
the condition of minimum, simply states that only the ve-
locity-component parallel to the direciio?i of the force is
altered, but that the component k at right angles thereto re-
mains unchanged. Thus, here also, Euler's principle
simply states a familiar fact in a new form. (See p. 575.)
Form of the I o. The minimum condition — v sin a -\- v' sin a'=
minimum - , . . .
condition may also be written, 11 we pass from a finite broken
applicable . , ., .
to curves, straight line to the elements of curves, m the form
— V sin a -\- (v -\- dv) sin(a -|- doi) =
or
d(v sin a) =
or, finally,
V sin a = const.
In agreement with this, we obtain for the motion
of light
d {n sin «■) ^ 0, n sin a = const,
/sinaX sin a
a := 0, = const,
\ V J V
and for the equilibrium of a string
^ (6* sin a) = 0, .S sin a = const.
To illustrate the preceding remarks by an ex-
ample, let us take the parabolic path of a projectile,
where a always denotes the angle that the element of
the path makes with the perpendicular. Let the ve-
locity h&v = V-zgia -\- X), and let the axis of theji^-or-
dinates be horizontal. The condition v . sin or = const,
or Vng(^a -\- x) . dy/ds = const, is identical with that
which the calculus of variation gives, and we now know
THE EXTENSION OF THE PRINCIPLES.
379
Fig. ig6.
its simple physical ^\%miiC'&.T\c&. If we picture to ourselves illustration
/ of the three
a string whose tension \s S ^:=V i g (a -\- x), an arrange- typical
. ... cases by
ment which might be effected by fixing frictionless curvilinear
pulleys on horizontal parallel rods placed in a vertical
plane, then passing the string through these a sufficient
number of times, and finally attaching
a weight to the extremity of the string,
we shall obtain again, for equilibrium,
the preceding condition, the phys-
ical significance of which is now ob-
vious. When the distances between
the rods are made infinitely small the
string assumes the parabolic form.
In a medium, the refractive index of
which varies in the vertical direction
by the law n = V'igia -\- x), or the velocity of light in
which similarly varies by the law v = l/l/2^(a -\- x),
a ray of light will describe a path which is a parabola.
If we should make the velocity in such a medium
v=^V' '2'g{a-\-x), the ray would describe a cycloidal path,
for which, not f'\/2g{a -\- x^ . ds, but the expression
Cds l\/ 7,g{a -\- x) would be a minimum.
II. In comparing the equilibrium of a string with
the motion of a mass, we may employ in place of a
string wound round pulleys,
a simple homogeneous cord,
provided we subject the cord
to an appropriate system of
forces. We readily observe
that the systems of forces
that make the tension, or,
as the case may be, the ve-
locity, the same function of coordinates, are differ-
ent. If-,we consider, for example, the force of gravity.
Fig. 197.
38o THE SCIENCE OF MECHANICS.
The condi- V = V 2g(a + x). A String, however, subjected to the
conse^° action of gravity, forms a catenary, the tension of
?he priced- which IS given by the formula 5= m — nx, where m
mg^ana o- ^^^ ^^ ^^^ Constants. The analogy subsisting between
the equihbrium of a string and the motion of a mass is
substantially conditioned by the fact that for a string
subjected to the action of forces possessing a force-
function [/, there obtains in the case of equilibrium
the easily demonstrable equation U'-\- S=: const. This
physical interpretation of the principle of least action
is here illustrated only for simple cases ; but it may
also be applied to cases of greater complexity, by
imagining groups of surfaces of equal tension, of equal
velocity, or equally refractive indices constructed which
divide the string, the path of the motion, or the path
of the light into elements, and by making a in such a
case represent the angle which these elements make
with the respective surface-normals. The principle of
least action was extended to systems of masses by La-
grange, who presented it in the form
62m Ci'ds = 0.
If we reflect that the principle of vts viva, which is the
real foundation of the principle of least action, is not
annulled by the connection of the masses, we shall
comprehend that the latter principle is in this case also
valid and physically intelligible.
IX,
Hamilton's principle.
I. It was above remarked that various expressions
can be devised whose variations equated to zero give
the ordinary equations of motion. An expression of
this kind is contained in Hamilton's principle
THE EXTENSION OF THE PRINCIPLES.
381
dJ{U-\- T)di = Q,
or
j{6U-\- ST)dt = 0,
The points
of identity
of Hamil-
ton's and
D'Alem-
bert's prin-
ciples.
where (JC^and dy denote the variations of the work
and the vis viva, vanishing for the initial and terminal
epochs. Hamilton's principle is easily deduced from
D'Alembert's, and, conversely, D'Alembert's from
Hamilton's ; the two are in fact identical, their differ-
ence being merely that of form.*
2. We shall not enter here into any extended in- Hamilton's
principle
vestigation of this subject, but simply exhibit the iden- applied to
° . . ■" -^ ■' the motion
tity of the two principles by an example — of a wheel
■^ -^ -^ -^ and axle.
the same that served to illustrate the prin-
ciple of D'Alembert : the motion of a wheel
and axle by the over-weight of one of its
parts. In place of the actual motion, we
may imagine, performed in the same inter-
val of time, a different motion, varying in-
finitely little from the actual motion, but
coinciding exactly with it at the beginning
and end. There are thus produced in every element
of time dt, variations of the work iSU^ and of the vis
viva (dTy, variations, that is, of the values £/'and T
realised in the actual motion. But for the actual mo-
tion, the integral expression, above stated, is = 0, and
may be employed, therefore, to determine the actual
motion. If the angle of rotation performed varies in
the element of time di an amount a from the angle of
the actual motion, the variation of the work corre-
sponding to such an alteration will be
oU= {FJi — Qr) a = Ma.
* Compare, for example, Kirchhoff, Vorlesungen tiber mathematische Phy-
sik, Meckanik, p. 25 et segg., and Jacobi, Vorlesungen titer Dynamik, p. 58.
Fig. 198.
382 THE SCIENCE OF MECHANICS.
Mathemat- The vis viva, for any given angular velocity go, is
ical devel- „
opment of ,„ 1 , ^ ^^ ^ «v ^
tiiis case. r = - {FH^ -\- Qr^)^r'
g ^
and for a variation dw of this velocity the variation of
the vis viva is
But if the angle of rotation varies in the element dt an
amount a,
00^^—^ and
at
g^ ^ ^ ' dt dt
The form of the integral expression, accordingly, is
I ///v
dt = ^.
j^Ma^N'^"
dt
to "
Btit as
d ,,, . dN , da
therefore,
f(M- ^-^] a.dt+ (7V«)'' ^ 0.
The second term of the left-hand member, though,
drops out, because, by hypothesis, at the beginning
and end of the motion a = 0. Accordingly, we have
-J
an expression which, since a in every element of time
is arbitrary, cannot subsist unless generally
M T- = 0.
dt
THE EXTENSION OF THE PRINCIPLES. 383
Substituting for the symbols the values they represent,
we obtain the familiar equation
dco PR— Qr
(it PR-^ + Qr
■g-
D'Alembert's principle gives the equation The same
results ob-
/ d N\ tained bv
I M -J— \a ^= 0, the use o£
dt \ "' D'Alem-
bert's prin-
which holds for every possible displacement. We might, '^'''^'
in the converse order, have started from this equation,
have thence passed to the expression
to
and, finally, from the latter proceeded to the same re-
sult
J'
Ma + N~\ dt — (iVa)' =
dt I to
f{Ma + Jv'-^)di=0.
io
3. As a second and more simple example let us illustration
. -, , . r - 1 1 x^ of this point
consider the motion of vertical descent. For every by the mo-
- r-1 111-1 1 ■ 1- t^°" °^ '^^^'
innnitely small displacement s the equation subsists ticai de-
[mg — m(d7i/di')'\s =^0, in which the letters retain
their conventional significance. Consequently, this
equation obtains
mg — m -j-\s . di = 0,
to
which, as the result of the relations
limits') dv , ds ,
a = m -i- s -\- mv ^- ana
dt dt at
- 1
384 THE SCIENCE OF MECHANICS.
t.
/
d (jii V j)
t^
dt = {mvs) = 0,
dt
provided s vanishes at both hmits, passes into the form
jLgs+mv^\dt=Q,
to ^ '
that is, into the form of Hamilton's principle.
Thus, through all the apparent differences of the
mechanical principles a common fundamental same-
ness is seen. These principles are not the expression
of different facts, but, in a measure, are simply views
of different aspects of the same fact.
SOME APPLICATIONS OF THE PRINCIPLES OF MECHANICS TO
HYDROSTATIC AND HYDRODYNAMIC QUESTIONS.
Method of I. We will now supplement the examples which
fhe™ac«o'n^ we have given of the application of the principles
on liquid of mcchauics, as they applied to rigid bodies, by a
masses.
few hydrostatic and hydrodynamic illustrations. We
shall first discuss the laws of equilibrium of a weightless
liquid subjected exclusively to the action of so-called
molecular forces. The forces of gravity we neglect in
our considerations. A liquid may, in fact, be placed
in circumstances in which it will behave as if no forces
of gravity acted. The method of this is due to Pla-
teau.* It is effected by immersing olive oil in a mix-
ture of water and alcohol of the same density as the
oil. By the principle of Archimedes the gravity of the
masses of oil in such a mixture is exactly counterbal-
anced, and the liquid really acts as if it were devoid of
weight.
* Statique experimentaU et thiorique des liquides, 1873!
THE EXTENSION OF THE PRINCIPLES. 385
2. First, let us imagine a weightless liquid mass The work of
free in space. Its molecular forces, we know, act only forces de-
at very small distances. Taking as our radius the dis- a change in
tance at which the molecular forces cease to exert a superldaf
measurable influence, let us describe about a particle
a, b, c in the interior of the mass a sphere — the so-
called sphere of action. This sphere of action is regu-
larly and uniformly filled with other particles. The
resultant force on the central particles a, b, c is there-
fore zero. Those parts only that lie at a distance from
the bounding surface less than the radius of the sphere
of action are in different dynamic conditions from the
particles in the interior. If the radii of curvature of
Fig. igg. Fig. 200.
the surface-elements of the liquid mass be all regarded
as very great compared with the radius of the sphere
of action, we may cut off from the mass a superficial
stratum of the thickness of the radius of the sphere of
action in which the particles are in different physical
conditions from those in the interior. If we convey
a particle a in the interior of the liquid from the posi-
tion a to the position b or c, the physical condition
of this particle, as well as that of the particles which
take its place, will remain unchanged. No work can
be done in this way. Work can be done only when a
particle is conveyed from the superficial stratum into
the interior, or, from the interior into the superficial
stratum. That is to say, work can be done only by a
/ o
386 THE SCIENCE OF MECHANICS.
change of size of the surface. The consideration whether
the density of the superficial stratum is the same as
that of the interior, or whether it is constant through-
out the entire thickness of the stratum, is not primarily
essential. As will readily be seen, the variation of the
surface-area is equally the condition of the perform-
ance of work when the liquid mass is immersed in a
second liquid, as in Plateau's experiments.
Diminution We now inquire whether the work which by the
of super- . ... , .
ficiai area transportation of particles into the interior effects a
due to posi- J...
tive work, diminution of the surface-area is positive or negative,
that is, whether work is performed or work is ex-
pended. If we put two fluid drops in contact, they
will coalesce of their own accord;
and as by this action the area
of the surface is diminished, it
follows that the work that pro-
duces a diminution of superfi-
Fig. 201. ' '^i^-l 3.rea in a liquid mass is posi-
tive. Van der Mensbrugghe has
demonstrated this by a very pretty experiment. ' A
square wire frame is dipped into a solution of soap and
water, and on the soap-film formed a loop of moistened
thread is placed. If the film within the loop be punc-
tured, the film outside the loop will contract till the
thread bounds a circle in the middle of the liquid sur-
face. But the circle, of all plane figures of the same
circumference, has the greatest area ; consequently,
the liquid film has contracted to a minimum.
Consequent The following will now be clear. A weightless
of liquid liquid, the forces acting on which are molecular forces,
equilibrium . . '
Will be in equilibrium in all forms in which a system of
virtual displacements produces no alteration of the
liquid's superficial area. But all infinitely small changes
THE EXTENSION OF THE PRINCIPLES 387
of form may be regarded as virtual which the liquid
admits without alteration of its volume. Consequently,
equilibrium subsists for all liquid forms for which an
infinitely small deformation produces a superficial va-
riation ^ 0. For a given volume a minimum of super-
ficial area gives stable equilibrium ; a maximum un-
stable equilibrium.
Among all solids of the same volume, the sphere
has the least superficial area. Hence, the form which
a free liquid mass will assume, the form of stable equi-
librium, is the sphere. For this form a maximum of
work is done ; for it, no more can be done If the
liquid adheres to rigid bodies, the form assumed is de-
pendent on various collateral conditions, which render
the problem more complicated.
3. The connection between the size and i}D.&form of Mode of de-
termining
the liquid surface may be investigated as follows. We the connec-
.... tion of the
imagine the closed outer sur- size and
r 1 1 - * 1 • ^<^^^^ ^'^' ' '■'/'7^ '^'^=asy>^ form of a
face of the liquid to receive /:?<^ '''' % ^^^^^rf» liquid sur-
A~Jy' ^-' 'M ' ' '\\ face.
without alteration of the li-
quid's volume an infinitely
small variation. By two sets of
mutually perpendicular lines
■^ ^ ^ , Fig. 202.
of curvature, we cut up the
original surface into infinitely small rectangular ele-
ments. At the angles of these elements, on the original
surface, we erect normals to the surface, and determine
thus the angles of the corresponding elements of the
varied surface. To every element clO of the original
surface there now corresponds an element dO' of the
varied surface ; by an infinitely small displacement, dn,
along the normal, outwards or inwards, dO passes into
dO' and into a corresponding variation of magnitude.
Let dp, dq be the sides of the element dO. For the
388
THE SCIENCE OF MECHANICS.
The mathe- sides dp' , dq of the element dO' , then, these relations
matical de-
velopment obtain
of this , c* N
method. / , . 6 fl
dp' = dp\ 1 + -
dq ^dq\\^ -
where r and / are the radii of curvature of the princi-
pal sections touching the elements of the lines of cur-
vature/, q, or the so-called principal radii of curva-
ture.* The radius of curvature of an outwardly convex
element is reckoned as positive, that of an outwardly
concave element as negative, in the usual manner. For
the variation of the element we obtain, accordingly,
S.dO = dO' — dO = dpdq[l-\-
dn
1 +
S n
- dp dq.
Neglecting the higher powers of Snwe
get
S.dO = (^- + -,]sn.dO.
The variation of the whole surface,
then, is expressed by
do
^Si}^^
Sn.dO
(1)
Furthermore, the normal displacements
must be so chosen that
Fig. 203.
fd//.dO = (2)
that is, they must be such that the sum of the spaces
produced by the outward and inward displacements of
* The normal at any point of a surface is cut by normals at infinitely neigh-
boring points that lie in two directions on the surface from the original point,
these two directions being at right angles to each other ; and the distances
from the surface at which these normals cut are the two principal, or extreme,
radii of curvature of the surface. — Trans.
THE EXTENSION OF THE PRINCIPLES. 389
the superficial elements (in the latter case reckoned as
negative) shall be equal to zero, or the volume remain
constant.
Accordingly, expressions (i) and (2) can be put a condition
on which
Simultaneously = only if i /r -(- i A has the same value the generai-
. , -,i , iM ityoftheex-
lor all points of the surface. This will be readily seen pressions
from the following consideration. Let the elements depends.'
dO of the original surface be symbolically represented
by the elements of the line AX (Fig. 204) and let the
normal displacements dn he. erected as ordinates
thereon in the plane E, the outward displacements up-
wards as positive and the inward displacements down-
wards as negative.
Join the extremities E'
of these ordinates so
as to form a curve,
and take the quadra-
ture of the curve,
reckoning the sur-
face above AX as positive and that below it as nega-
tive. For all systems oi Sn for which this quadra-
ture = 0, the expression (2) also ^ 0, and all such
systems of displacements are admissible, that is, are
virtual displacements.
Now let us erect as ordinates, in the plane E' , the
values of i/r -\- i/r' that belong to the elements dO. A
case may be easily imagined in which the expressions
(i) and (2) assume coincidently the value zero. Should,
however, i /r -(- i // have different values for different
elements, it will always be possible without altering
the zero-value of the expression (2), so to distribute
the displacements Sn that the expression (i) shall be
different from zero. Only on the condition that i A +
i/r' has the same value for all the elements, is expres-
Fig. 204.
390 THE SCIENCE OF MECHANICS.
sion (i) necessarily and universally equated to zero
with expression (2).
The sum Accordingly, from the two conditions (i) and (2) it
"qShrium follows that 1/r 4- l/r'= const ; that is to say, the sum
cmstantforof the reciprocal values of the principal radii of curva-
Imilce!^ ture, or of the radii of curvature of the principal nor-
mal sections, is, in the case of equilibrium, constant
for the whole surface. By this theorem the dependence
of the area of a liquid surface on its superfLcial form is
defined. The train of reasoning here pursued was
first developed by Gauss,* in a much fuller and more
special form. It is not difficult, however, to present
its essential points in the foregoing simple manner.
Application 4. A liquid mass, left wholly to itself, assumes, as
of this gen- 1 1 - 1 r 1 ,
erai condi- we have Seen, the spherical form, and presents an ab-
interrupted solutc minimum of superficial area. The equation
ses. V'' "l~ 1/r' = const is here visibly fulfilled in the form
2/J? = const, R being the radius of the sphere. If the
free surface of the liquid mass be bounded by two solid
circular rings, the planes of which are parallel to each
other and perpendicular to the line joining their mid-
dle points, the surface of the liquid mass will assume
the form of a surface of revolution. The nature of the
meridian curve and the volume of the enclosed mass
are determined by the radius of the rings R, by the
distance between the circular planes, and by the value
of the expression Xjr -\- 1/r' for the surface of revolu-
tion. When
r^ r' r^ry, R'
the surface of revolution becomes a cylindrical surface.
For 1/r -|- l/r':= 0, where one normal section is con-
♦ Principia Generalia Tkeorice Fierce Fluidoruvi in Statu JEquilihrii^
GOttingen, 1830; Werke, Vol. V, 29, GOttingen, 1867.
THE EXTENSION OF THE PRINCIPLES. 391
vex and the other concave, the meridian curve assumes
the form of the catenary. Plateau visibly demonstrated
these cases by pouring oil on two circular rings of wire
fixed in the mixture of alcohol and water above men-
tioned.
Now let us picture to ourselves a liquid mass Liquid mas-
ses whose
bounded by surface-parts for which the expression surfaces are
7 . Ill partly con-
1/r -|- 1/r' has a positive value, and by other parts cave and
for which the same expression has a negative value, vex
or, more briefly expressed, by convex and concave sur-
faces. It will be readily seen that any displacement
of the superficial elements outwards along the normal
will produce in the concave parts a diminution of the
superficial area and in the convex parts an increase.
Consequently, work is performed when concave surfaces
move outwards and convex surfaces inwards. Work
also is performed when a superficial portion moves
outwards for which 1/r -(- 1/r' = -)- a, while simulta-
neously an equal superficial portion for which 1/;- -f-
\jr' > a moves inwards.
Hence, when differently curved surfaces bound a
liquid mass, the convex parts are forced inwards and
the concave outwards till the condition l/r -{- 1/r' =
const is fulfilled for the entire surface. Similarly, when
a connected liquid mass has several isolated surface-
parts, bounded by rigid bodies, the value of the ex-
pression 1/r -(- 1/r' must, for the state of equilibrium
be the same for all free portions of the surface.
For example, if the space between the two circular Experi-
^ ' ^ mental
rings in the mixture of alcohol and water above re- illustration
° of these
ferred to, be filled with oil, it is possible, by the use conditions.
of a sufficient quantity of oil, to obtain a cylindrical
surface whose two bases are spherical segments. The
curvatures of the lateral and basal surfaces will accord-
392 THE SCIENCE OF MECHANICS.
ingly fulfil the condition XjR + l/oo = 1/p + l/p, or
p = %R, where p is the radius of the sphere and R that
of the circular rings. Plateau verified this conclusion
by experiment.
Liquidmas- 5. Let US now study a weightless liquid mass which
ing ahoi- encloses a hollow space. The condition that Xjr -(- 1/r'
^ '^' shall have the same value for the interior and exterior
surfaces, is here not realisable. On the contrary, as
this sum has always a greater positive value for the
closed exterior surface than for the closed interior sur-
face, the liquid will perform work, and, flowing from
the outer to the inner surface, cause the hollow space
to disappear. If, however, the hollow space be occu-
pied by a fluid or gaseous substance subjected to a de-
terminate pressure, the work done in the last-men-
tioned process can be counteracted by the work ex-
pended to produce the compression, and thus equilib-
rium may be produced.
Theme- Let US picture to ourselves a liquid mass confined
properties between two similar and similarly situated surfaces
of bubbles, A I T f 7 ■ 1
very near each other. A bubble is such
a system. Its primary condition of equi-
librium is the exertion of an excess of
pressure by the inclosed gaseous con-
tents. If the sum 1/r + 1/;-' has the
value -\- a for the exterior surface, it will
Fig. 205.
have for the m tenor surface very nearly
the value — a. A bubble, left wholly to itself, will al-
ways assume the spherical form. If we conceive such
a spherical bubble, the thickness of which we neglect,
the total diminution of its superficial area, on the
shortening of the radius r by dr, will be ibrndr. If,
therefore, in the diminution of the surface by unit
of area the work A is performed, then A . ibrndr will
THE EXTENSION OF THE PRINCIPLES. 393
be the total amount of work to be compensated for
by the work of compression /.4r 2 ;r(/;' expended by
the pressure / on the inclosed contents. From this
follows ifAjr =p ; from which A may be easily calcu-
lated if the measure of r is obtained and / is found by
means of a manometer introduced in the bubble.
An open spherical bubble cannot subsist. If an Open
open bubble is to become a figure of equilibrium, the
sum 1/r + 1/;' must not only be constant for each of
the two bounding surfaces, but must also be equal for
both. Owing to the opposite curvatures of the sur-
faces, then, Xjr -\- 1/r' = 0. Consequently, r = — ;'
for all points. Such a surface is called a minimal sur-
face ; that is, it has the smallest area consistent with
its containing certain closed contours. It is also a sur-
face of zero-sum of principal curvatures ; and its ele-
ments, as we readily see, are saddle-shaped. Surfaces
of this kind are obtained by constructing closed space-
curves of wire and dipping the wire into a solution of
soap and water.* The soap-film assumes of its own
accord the form of the curve mentioned.
6. Liquid figures of equilibrium, made up of thin Plateau's
films, possess a peculiar property. The work of the uresofequi-
forces of gravity affects the entire mass of a liquid ;
that of the molecular forces is restricted to its super-
ficial film. Generally, the work of the forces oi grav-
ity preponderates. But in thin films the molecular
forces come into very favorable conditions, and it is
possible to produce the figures in question without
difficulty in the open air. Plateau obtained them by
dipping wire polyhedrons into solutions of soap and
water. Plane liquid films are thus formed, which meet
* The mathematical problem of determining such a surface, when the
forms of the wires are given, is called Plateau's Problem. — Trans.
394 THE SCIENCE OF MECHANICS.
one another at the edges of the framework. When
thin plane films are so joined that they meet at a hol-
low edge, the law 1/r + 1/r' = const no longer holds
for the liquid surface, as this sum has the value zero
for plane surfaces and for the hollow edge a very large
negative value. Conformably, therefore, to the views
above reached, the Hquid should run out of the films,
the thickness of which would constantly decrease, and
escape at the edges. This is, in fact, what happens.
But when the thickness of the films has decreased to a
certain point, then, for physical reasons, which are, as
it appears, not yet perfectly known, a state of equilib-
rium is effected.
Yet, notwithstanding the fact that the fundamental
equation l/r-)-l/r' ^= const is not fulfilled in these fig-
ures, because very thin liquid films, especially films of
viscous liquids, present physical conditions somewhat
different from those on which our original suppositions
were based, these figures present, nevertheless, in all
cases a minimum of superficial area. The liquid films,
connected with the wire edges and with one another,
always meet at the edges by threes at approximately
equal angles of 1 20°, and by fours in corners at approxi-
mately equal angles. And it is geometrically demon-
strable that these relations correspond to a minimum
of superficial area. In the great diversity of phenom-
ena here discussed but one fact is expressed, namely
that the molecular forces do work, positive work, when
the superficial area is diminished.
The reason 7- The figures of equilibrium which Plateau ob-
equiUbrfum tained by dipping wire polyhedrons in solutions of
metrical, soap, form systems of liquid films presenting a re-
markable symmetry. The question accordingly forces
itself upon us, What has equilibrium to do with sym-
THE EXTENSION OF THE PRINCIPLES.
395
metry and regularity ? The explanation is obvious.
In every symmetrical system every deformation that
tends to destroy the symmetry is complemented by an
equal and opposite deformation that tends to restore it.
In each deformation positive or negative work is done.
One condition, therefore, though not an absolutely
sufficient one, that a maximum or minimum of work
corresponds to the form of equilibrium, is thus sup-
plied by symmetry. Regularity is successive symme-
try. There is no reason, therefore, to be astonished
that the forms of equilibrium are often symmetrical
and regular.
8. The science of mathematical hydrostatics arose The figure
. - . . , , 1 ^ , ^ of the earth
m connection with a special problem — that of the figure
1 -2 -T
Fig. 2o6.
of the earth. Physical and astronomical data had led
Newton and Huygens to the view that the earth is an
oblate ellipsoid of revolution. Newton attempted to
calculate this oblateness by conceiving the rotating
earth as a fluid mass, and assuming that all fluid fila-
ments drawn from the surface to the centre exert the
same pressure on the centre. Huygens's assumption
was that the directions of the forces are perpendicular
to the superficial elements. Bouguer combined both
assumptions. Clairaut, finally [Theorie de la figure
■ de la terre, Paris, 1743), pointed out that the fulfilment
of both conditions does not assure the subsistence of
equilibrium.
396
THE SCIENCE OF MECHANICS.
Clairaut's
point of
view.
Conditions
of equilib-
rium of
Clairaut's
canals.
Clairaut's starting-point is this. If the fluid earth
is in equilibrium, we may, without disturbing its equi-
librium, imagine any portion of it solidified. Accord-
ingly, let all of it be solidified but a canal AB, of any
form. The liquid in this canal must also be in equilib-
rium. But now the conditions which control equilib-
rium are more easily investigated. If equilibrium exists
in every imaginable canal of this kind, then the entire
mass will be in equilibrium. Incidentally Clairaut re-
marks, that the Newtonian assumption is realised when
the canal passes through the centre (illustrated in Fig.
206, cut 2), and the Huygenian when the canal passes
along the surface (Fig. 206, cut 3).
But the kernel of the problem, according to Clai-
raut, lies in a different view. In all imaginable canals,
Z
M
N
Fig- «>7. Fig. 308.
even in one which returns into itself, the fluid must be
in equilibrium. Hence, if cross-sections be made at
any two points M and N of the canal of Fig. 207, the
two fluid columns MPN and MQN must exert on the
surfaces of section at M and N equal pressures. The
terminal pressure of a fluid column of any such canal
cannot, therefore, depend on the length and the form
of the fluid column, but must depend solely on the po-
sition of its terminal points.
Imagine in the fluid in question a canal MN ol any
form (Fig. 208) referred to a system of rectangular co-
THE EXTENSION OF THE PRINCIPLES. 397
ordinates. Let the fluid have the constant density p Mathemat-
1 1 1 r ^' -^^ rr • ■ ^ Jcal expres-
and let the lorce-components A, 1, Z acting on unit oisionot
these con-
mass of the fluid in the coordinate directions, be f unc- ditions, and
f 1 J • r 1 ■ T 1 *^® conse-
tions of the coordinates .r, y, z of this mass. I^et the quent gen-
element of length of the canal be called ds, and let its tion of
1 IT J rr^i c liquid equi-
projections on the axes be ax, ay, dz. The force-corn- librium.
ponents acting on unit of mass in the direction of the
canal are then X{dx jds), Yijiy/ds), Z^dz/ds). Let
q be the cross-section ; then, the total force impelling
the element of mass pqds in the direction ds, is
This force must be balanced by the increment of pres-
sure through the element of length, and consequently
must be put equal to q . dp. We obtain, accordingly,
dp^ p {Xdx -\- Ydy + Zdz'). The difference of pres-
sure (/) between the two extremities M and N is found
by integrating this expression from J/ to N. But as this
difference is not dependent on the form of the canal
but solely on the position of the extremities M and N,
it follows that p{Xdx-\- Ydy-\- Zdz), or, the density
being constant, Xdx -\- Ydy -\- Zdz, must be a com-
plete differential. For this it is necessary that
,- dU ,,_dU ^_dU
dx dy dz
where t/' is a function of coordinates. Hence, according
to Clairaut, the genei-al conditioti of liquid equilibrium is,
that the liquid be controlled by forces which can be ex-
pressed as the partial differential coefficients of one and
the same function of coordinates.
9. The Newtonian forces of gravity, and in fact all
central forces, — forces that masses exert in the direc-
tions of their lines of junction and which are functions
398 THE SCIENCE OF MECHANICS.
Character of the distances between these masses, ^ — possess this
otlhe . .
forces property. Under the action of forces of this character
requisite to
produce the equilibrium of fluids is possible. If we know U.
equilibrium i i /- - i
we may replace the first equation by
IdU , , dU , . dU , ■
or
dp = pdU and p = pU-j- const.
The totality of all the points for which U ^ const
is a surface, a so-called level surface. For this surface
also / = const. As all the force-relations, and, as we
now see, all the pressure-relations, are determined by
the nature of the function U, the pressure-relations,
accordingly, supply a diagram of the force-relations,
as was before remarked in page 98.
ciairaut's In the theory of Clairaut, here presented, is con-
germ of the tained, beyond all doubt, the idea that underlies the
doctrine of
potential, doctrme of force-function or potential, which was after-
wards developed with such splendid results by La-
place, Poisson, Green, Gauss, and others. As soon
as our attention has been directed to this property of
certain forces, namely, that they can be expressed as
derivatives of the same function U, it is at once recog-
nised as a highly convenient and economical course to
investigate in the place of the forces themselves the
function U.
If the equation
dp = p {Xdx + Ydy + Zdz) = pdU
be examined, it will be seen that Xdx-\- Ydy + Zdz
is the element of the work performed by the forces on
unit of mass of the fluid in the displacement ds, whose
projections are dx, dy, dz. Consequently, if we trans-
port unit mass from a point for which Ur=z C to an-
THE EXTENSION OF THE PRINCIPLES. 399
other point, indifferently chosen, for which U^ C^, character-
" istics of the
or, more generally, from the surface U=C.^ to the force-func-
surface £/"= C^, we perform, no matter by what path
the conveyance has been effected, the same amount of
work. All the points of the first surface present, with
respect to those of the second, the same difference of
pressure ; the relation always being such, that
A— /i=P(<^2-Ci),
where the quantities designated by the same indices
belong to the same surface.
10. Let us picture to ourselves a group of such character-
very closely adjacent surfaces, of which every two sue- level, or
cessive ones differ from each other by the same, very tiai, sur-
small, amount of work required to transfer a mass from
one to the other ; in other words, imagine the surfaces
U= C, U= C+ dC, U= C-\-idC, and so forth.
A mass moving on a level surface evidently per-
forms no work. Hence, every component force in a
direction tangential to the
surface is = ; and the di-
rection of the resultant
forceis everywhere normal
to the surface. If we call dn
the element of the normal
intercepted between two
consecutive surfaces, andy
the force requisite to con-
vey unit mass from the
one surface to the other
through this element, the
work done is/. dn = dC. KsdC'is by hypothesis every-
where constant, the force /= dC/dn is inversely pro-
portional to the distance between the surfaces consid-
400 THE SCIENCE OF MECHANICS.
ered. If, therefore, the surfaces U are known, the
directions of the forces are given by the elements of a
system of curves everywhere at right angles to these
surfaces, and the inverse distances between the sur-
faces measure the magnitude of the forces. * These sur-
faces and curves also confront us in the other depart-
ments of physics. We meet them as equipotential
surfaces and lines of force in electrostatics and mag-
netism, as isothermal surfaces and lines of flow in the
theory of the conduction of heat, and as equipotential
surfaces and lines of flow in the treatment of electrical
and liquid currents.
Illustration II. We will now illustrate the fundamental idea of
of Clai-
raut'sdoc- Clairaut's doctrine by another, very simple example.
trine by a ^ . ,/ ' ^
simple Imagine two mutually perpendicular planes to cut the
example. . , . , . ,
paper at right angles m the straight lines CX and OY
(Fig. 210). We assume that a force-function exists
6^"= — xy, where x andjc are the distances from the
two planes. The force-components parallel to OX and
OKare then respectively
X = ^=-
dx
and
dy
* The same conclusion may be reached as follows. Imagine a water pipe
laid from New York to Key West, with its ends turning up vertically, and of
glass. Let a quantity of water be poured into it, and when equilibrium is
attained, let its height be marked on the glass at both ends. These two marks
will be on one level surface. Now pour in a little more water and again mark
the heights at both ends. The additional water'in New York balances the
additional water in Key West. The gravities of the two are equal. But their
quantities are proportional to the vertical distances between the marks.
Hence, the force of gravity on a fixed quantity of water is inversely as those
vertical distances, that is, inversely as the distances between consecutive
level surfaces. — Trans.
THE EXTENSION OF THE PRINCIPLES.
401
The level surfaces are cylindrical surfaces, whose
generating lines are at right angles to the plane of the
paper, and whose directrices, xy = const, are equi-
lateral hyperbolas. The lines of force are obtained by
turning the first mentioned system of curves through
an angle of 45° in the plane of the paper about O. If
a unit of mass pass
from the point rtoO ^
by the route rpO, or
rgO, or by any other
route, the work done
is always Op Y^ Oq.
If we imagine a
closed canal OprqO
filled with a liquid,
the liquid in the ca-
nal will be in equi-
librium. If transverse
sections be made at
any two points, each
Fig. 210.
section will sustain at both its surfaces the same
pressure.
We will now modify the example slightly. Let the a modifica-
- tion of this
forces be -X':= — y, Y= — a, where a has a constant example,
value. There exists now no function (7 so constituted
that Jf = dUjiix and F= dU/dy ; for in such a case it
would be necessary that dX/dy = dV/dx, which is ob-
viously not true. There is therefore no force-function,
and consequently no level surfaces. If unit of mass
be transported from r to C by the way of /, the work
done is a y, Oq. If the transportation be effected by
the route rqO, the work done is a X O q -\- Op X Oq.
If the canal OprqO were filled with a liquid, the liquid
could not be in equilibrium, but would be forced to
402 THE SCIENCE OF MECHANICS.
rotate constantly in the direction OprqO. Currents of
this character, which revert into themselves but con-
tinue their motion indefinitely, strike us as something
quite foreign to our experience. Our attention, how-
ever, is directed by this to an important property of
the forces of nature, to the property, namely, that the
work of such forces may be expressed as a function of
coordinates. Whenever exceptions to this principle
are observed, we are disposed to regard them as appa-
rent, and seek to clear up the difficulties involved.
Torriceiii's 12. We shall now examine a few problems of liquid
researches .,, riii •
on the veio- motion. The founder of the theory of hydrodynamics is
quid efflux. ToRRiCELLi. Torricelli,* by observations on liquids dis-
charged through orifices in the bottom of vessels, dis-
covered the following law. If the time occupied in the
complete discharge of a vessel be divided into n equal
intervals, and the quantity discharged in the last, the
«"", interval be taken as the unit, there will be dis-
charged in the {n — l)"" , the {n — 2)* , the {n — 3)'^ . . . .
interval, respectively, the quantities 3, 5, 7 ... . and
so forth. An analogy between the motion of falling
bodies and the motion of liquids is thus clearly sug-
gested. Further, the perception is an immediate one,
that the most curious consequences would ensue if the
liquid, by its reversed velocity of efflux, could rise
higher than its original level. Torricelli remarked,
in fact, that it can rise at the utmost to this height,
and assumed that it would rise exactly as high if all
resistances could be removed. Hence, neglecting all
resistances, the velocity of efflux, v, of a liquid dis-
charged through an orifice in the bottom of a vessel is
connected with the height h of the surface of the liquid
by the equation v ^= V'2g/i ; that is to say, the velocity
* De Motu Graviutn Projectorum^ 1643.
THE EXTENSION OF THE PRINCIPLES. 403
of efflux is the final velocity of a body freely falling
through the height h, or liquid-head ; for only with
this velocity can the liquid just rise again to the sur-
face. *
Torricelli's theorem consorts excellently with the Varignons
deduction
rest of our knowledge of natural processes; but weottheveio-
city of
feel, nevertheless, the need of a more exact insight, efflux.
Varignon attempted to deduce the principle from the
relation between force and the momentum, generated by
force. The familiar equation pt^^mv gives, if by a
we designate the area of the basal orifice, by h the
pressure-head of the liquid, by s its specific gravity,
by g the acceleration of a freely falling body, by v the
velocity of efflux, and by T a small interval of time,
this result
ahs . r = . w or z»2 := gh.
S
Here ahs represents the pressure acting during the
time T on the liquid mass avrs/g. Remembering that
» is a final velocity, we get, more exactly,
V
a-5- . rs
ahs . r = 2 .v.
g
and thence the correct formula
z;2 =2gh.
13. Daniel Bernoulli investigated the motions of
fluids by the principle of vis viva. We will now treat
the preceding case from this point of view, only ren-
dering the idea more modern. The equation which we
employ is ps = mv'^ fi. In a vessel of transverse sec-
tion q (Fig. 211), into which a liquid of the specific
* The early inquirers deduce their propositions in the incomplete form of
proportions, and therefore usually put » proportional to ^gh or ^ h.
404
THE SCIENCE OF MECHANICS.
Daniel Ber-
noulli's
treatment
of the same
problem.
gravity j is poured till the head h is reached, the surface
sinks, say, the small distance dh, and the liquid mass
q. dh. s/g is discharged with the velocity v. The work
done is the same as though the weight q. dh. s had
descended the distance h. The path of the motion in
the vessel is not of consequence here. It makes no
difference whether the stratum q . dh
is discharged directly through the
basal orifice, or passes, say, to a
position a, while the liquid at a is
displaced to b, that at b displaced to
c, and that at c discharged. The work
done is in each case q . dh . s . h.
Equating this work to the vis viva of the discharged
liquid, we get
q . dh . s v"^
S>'
dh
Fig. 211.
q . dh . s . h ■■
g
or
V2.i
The law of
liquid efBux
when pro-
duced by
the pres-
sure of
pistons.
The sole assumption of this argument is that all
the work done in the vessel appears as vis viva in the
liquid discharged, that is to say, that the velocities
within the vessel and the work spent in overcoming
friction therein may be neglected. This assumption is
not very far from the truth if vessels of sufficient width
are employed, and no violent rotatory motion is set up.
Let us neglect the gravity of the liquid in the ves-
sel, and imagine it loaded by a movable piston, on
whose surface-unit the pressure p falls. If the piston
be displaced a distance dh, the liquid volume q . dh
will be discharged. Denoting the density of the liquid
by p and its velocity by v, we then shall have
q.p.dh^q.dh.p -—-, or v =
J1.
\ p
THE EXTENSION OF THE PRINCIPLES.
405
Wherefore, under the same pressure, different liquids
are discharged with velocities inversely proportional to
the square root of their density. It is generally sup-
posed that this theorem is directly applicable to gases.
Its form, indeed, is correct ; but the deduction fre-
quently employed involves an error, which we shall
now expose.
14. Two vessels (Fig. 212) of equal cross-sections
are placed side by side and connected with each other
by a small aperture in the base of their dividing walls.
For the velocity of flow through this aperture we ob-
tain, under the same suppositions as before,
d h s v"^
q.dh.s {h^ — ^2) = ^_— _, or V = V2,g{h^—h^~).
If we neglect the gravity of the liquid and imagine
the pressures p^ and p^ produced by pistons, we shall
similarly have v = l^2{p^ — p2)lP- For example, if the
pistons employed be loaded with the weights P and
Pji, the weight P will sink the distance h and Pfri
will rise the distance h. The work {P/'2)h is thus left,
to generate the vis viva of the effluent fluid.
A gas under such circumstances would behave dif-
ferently. Supposing the gas to flow from the vessel
containing the load Pinto that contain-
ing the load P/2, the first weight will
fall a distance h, the second, however,
since under half the pressure a gas dou-
bles its volume, will rise a distance 2.h,
so that the work Ph — (P/2) 2/^ =
would be performed. In the case of
gases, accordingly, some additional
work, competent to produce the flow between the vessels
must be performed. This work the gas itself performs,
by expanding, and by overcoming by its force of expan-
The appli-
cation of
this last re-
sult to the
flow of
gases.
fi,
S=^
dJ,
The behav-
iour of a
gas under
the as-
sumed con-
ditions.
Fig. 212,
4o6 THE SCIENCE OF MECHANICS.
The result sion & pressure. The expansive force / and the volume
^^rmZV^'w of a gas stand to each other in the familiar relation
toflnftude^./w^^, where A, so long as the temperature of the
gas remains unchanged, is a constant. Supposing the
volume of the gas to expand under the pressure / by
an amount dw, the work done is
f^dw = kf^^.
For an expansion from w^ to w, or for an increase of
pressure from /^ to /, we get for the work
Conceiving by this work a volume of gas w^ of
density p, moved with the velocity v, we obtain
/;
-V
2/o log
The velocity of efflux is, accordingly, in this case also
inversely proportional to the square root of the density ;
Its magnitude, however, is not the same as in the case
of a liquid,
incom- But even this last view is very defective. Rapid
pletenessof , r ,i i r i
this view, changes of the volumes of gases are always accom-
panied with changes of temperature, and, consequently
also with changes of expansive force. For this reason,
questions concerning the motion of gases cannot be
dealt with as questions of pure mechanics, but always
involve questions of /leat [Nor can even a thermo-
dynamical treatment always suffice : it is sometimes
necessary to go back to the consideration of molecular
motions.]
15. The knowledge that a compressed gas contains
stored-up work, naturally suggests the inquiry, whether
THE EXTENSION OF THE PRINCIPLES.
407
this is not also true of compressed liquids. As a mat- Relative
_ . , . . , , , ■ volumes of
ter of fact, every liquid under pressure is compressed, comjiressed
rn rr • 1 • • • -I • 1 gases and
To effect compression work is requisite, which reap- liquids,
pears the moment the liquid expands. But this work,
in the case of the mobile liquids, is very small. Imag-
ine, in Fig. 213, a gas and a mobile liquid of the same
volume, measured by OA, subjected to the same pres-
sure, a pressure of one atmosphere, designated b}' AB.
If the pressure be reduced to one-half an atmosphere,
the volume of the gas will be doubled, while that of
the liquid will be increased by only about 25 millionths.
The expansive work of the gas is represented by the
surface ABDC, that of the liquid by ABLK, where
AK=^o-ooooie^OA. If the pressure decrease till it
become zero, the total work of the liquid is represented
by the surface ABI, where AI ^o-oooo^O A, and the
total work of the gas by the surface contained between
AB, the infinite straight line ACEG . . . ., and the
infinite hyperbola branch BDFH . . . . Ordinarily,
therefore, the work of expansion of liquids may be
neglected. There are however phenomena, for ex-
ample, the soniferous vibrations of liquids, in which
work of this very order plays a pirincipal part. In such
cases, the changes of temperature the liquids undergo
must also be considered. We thus see that it is only
by a fortunate concatenation of circumstances that we
are at liberty to consider a phenomenon with any close
4oS
THE SCIENCE OF MECHANICS.
The hydro-
dynamic
principle
of Daniel
Bernoulli.
approximation to the truth as a mere matter of molar
mechanics.
i6. We now come to the idea which Daniel Ber-
noulli sought to apply in his work Hydrodynamica, sive
de Viribus et Motibus Fluidorum Commentarii (1738).
When a liquid sinks, the space through which its cen-
tre of gravity actually descends {descensus actualis) is
equal to the space through which the centre of gravity
of the separated parts affected with the velocities ac-
quired in the fall can ascend {ascensus potentialis). This
idea, we see at once, is identical with that employed
by Huygens. Imagine a vessel filled with a liquid
(Fig. 214) ; and let its horizontal cross-
section at the distance x from the plane
of the basal orifice, be called /(x). Let
the liquid move and its surface descend
a distance dx. The centre of gravity,
then, descends the distance xf{x') . dx/M,
where M =: f/(x) dx. If k is the space of
potential ascent of the liquid in a cross-
section equal to unity, the space of po-
tential ascent in the cross-section _/"(.«) will be i/f^x)^,
and the space of potential ascent of the centre of
gravity will be
Fig. 214.
^^
dx
fix)
M
M'
where
JV
-X
dx
For the displacement of the liquid's surface through a
distance dx, we get, by the principle assumed, both
N and k changing, the equation
— xf{x) dx = Ndk + kdN.
THE EXTENSION OF THE PRINCIPLES.
409
This equation was employed by Bernoulli in the solu- The parai-
r • 11 T -11 1 -1 1 lelism of
tion of various problems. It will be easily seen, that strata.
Bernoulli's principle can be employed with success
only when the relative velocities of the single parts of
the liquid are known. Bernoulli assumes, — an assump-
tion apparent in the formulae, — that all particles once
situated in a horizontal plane, continue their motion
in a horizontal plane, and that the velocities in the
different horizontal planes are to each other in the in-
verse ratio of the sections of the planes. This is the
assumption of the parallelism of strata. It does not, in
many cases, agree with the facts, and in others its
agreement is incidental. When the vessel as compared
with the orifice of efflux is very wide, no assumption
concerning the motions within the vessel is necessary,
as we saw in the development of Torricelli's theorem.
17. A few isolated cases of liquid motion were The water-
pendulum
treated by Newton and John Bernoulli. We shall of Newton.
consider here one to which a
familiar law is directly applic-
able. A cylindrical U-tube with
vertical branches is filled with
a liquid (Fig. 215). The length
of the entire liquid column is /.
If in one of the branches the
column be forced a distance x
below the level, the column in
the other branch will rise the distance x, and the
difference of level corresponding to the excursion x
will be ^x. \i a is the transverse section of the tube
and s the liquid's specific gravity, the force brought
into play when the excursion x is made, will be lasx,
which, since it must move a mass a /j/^ will determine
the acceleration (2 asx)/{als/g) — {2g/l) x, or, for unit
Fig. 215.
4IO THE SCIENCE OF MECHANICS.
excursion, the acceleration igjl. We perceive that
pendulum vibrations of the duration
"^27
Bernoulli.
/2^
will take place. The liquid column, accordingly, vi-
brates the same as a simple pendulum of half the length
of the column.
The liquid A similar, but somewhat more general, problem was
of John treated by Tohn Bernoulli. The two branches of a
cylindrical tube (Fig. 216), curved in any manner, make
with the horizon, at the
points at which the
surfaces of the liquid
move, the angles a
and /?. Displacing one
of the surfaces the dis-
tance X, the other sur-
face suffers an equal
displacement. A difference of level is thus produced
X (sin a + sinyS), and we obtain, by a course of reason-
ing similar to that of the preceding case, employing
the same symbols, the formula
Fig. 216.
-aI,
/
»^(sin a -(- sin/3) '
The laws of the pendulum hold true exactly for the
liquid pendulum of Fig. 215 (viscosity neglected), even
for vibrations of great amplitude ; while for the filar
pendulum the law holds only approximately true for
small excursions.
18. The centre of gravity of a liquid as a whole can
rise only as high as it would have to fall to produce its
velocities. In every case in which this principle appears
to present an exception, it can be shown that the excep-
THE EXTENSION OF THE PRINCIPLES.
411
n
s
tion is only apparent. One example is Hero's fountain.
This apparatus, as we know, consists of three vessels,
which may be designated in the descending order as
A, B, C. The water in the open vessel A
falls through a tube into the closed vessel
C ; the air displaced in C exerts a pressure
on the water in the closed vessel £, and
this pressure forces the water in 5 in a
jet above A whence it falls back to its
original level. The water in B rises, it is
true, considerably above the level of B,
but in actuality it merely flows by the
circuitous route of the fountain and the
vessel A to the much lower level of C.
Another ap-
parent exception
to the principle
in question is
that of Montgol-
fier's hydraulic
ram, in which the
liquid by its own
gravitational
work appears to
rise considerably
above its original
level. The liquid
flows (Fig. 217)
from a cistern A
through a long
pipe RR and a valve V, which opens inwards, into a
vessel B. When the current becomes rapid enough, the
valve V is forced shut, and a liquid mass m affected with
the velocity v is suddenly arrested in RR, which must
Hero's
fountain.
Fig. 217.
412 THE SCIENCE OF MECHANICS.
be deprived of its momentum. If this be done in the
time /, the liquid can exert during this time a pressure
g = mv/t, to which must be added its hydrostatical
pressure /. The liquid, therefore, will be able, during
this interval of time, to penetrate with a pressure/ + g
through a second valve into a pila Heronis, H, and in
consequence of the circumstances there existing will
rise to a higher level in the ascension-tube 56' than
that corresponding to its simple pressure /. It is
to be observed here, that a considerable portion of the
liquid must first flow off into B, before a velocity requi-
site to close V\& produced by the liquid's work in RR.
A small portion only rises above the original level ;
the greater portion flows from A into B. If the liquid
discharged from SS were collected, it could be easily
proved that the centre of gravity of the quantity thus
discharged and of that received in B lay, as the result
of various losses, actually below the level of A.
An iiiustra- The principle of the hydraulic ram, that of the
tion, which , . . ,
elucidates transference of work done by a large liquid mass to a
the action ^ i . t
otthehy-^ Smaller one, which
\0 thus acquires a great
vis viva, may be illus-
Z. [ trated in the following
■-* \ very simple manner.
\ Close the narrow
V" opening O of a funnel
\ and plunge it, with its
Fig.j,8. ■^^'^^ opening down-
wards, deep into a
large vessel of water. If the finger closing the upper
opening be quickly removed, the space inside the
funnel will rapidly fill with water, and the surface of the
water outside the funnel will sink. The work performed
draulic ram
THE EXTENSION OF THE PRINCIPLES. 413
is equivalent to the descent of the contents of the funnel
from the centre of gravity S of the superficial stratum
to the centre of gravity S' of the contents of the fun-
nel. If the vessel is sufficiently wide the velocities in
it are all very small, and almost the entire vis viva is
concentrated in the contents of the funnel. If all the
parts of the contents had the same velocities, they
could all rise to the original level, or the mass as a
whole could rise to the height at which its centre of
gravity was coincident with ^. But in the narrower
sections of the funnel the velocity of the parts is
greater than in the wider sections, and the former
therefore contain by far the greater part of the vis
viva. Consequently, the liquid parts above are vio-
lently separated from the parts below and thrown
out through the neck of the funnel high above the
original surfa(5e. The remainder, however, are left
considerably below that point, and the centre of grav-
ity of the whole never as much as reaches the original
level of S.
19. One of the most important achievements of Hydrostatic
•1 ii--i*ji--- f7 1 and hydro-
Darnel Bernoulli is his distinction of hydrostatic and dynamic
pressure.
hydrodynamic pressure. The pressure
which liquids exert is altered by motion ;
and the pressure of a liquid in motion
may, according to the circumstances, be
greater or less than that of the liquid at rest
with the same arrangement of parts. We
will illustrate this by a simple example.
The vessel ^, which has the form of a body
of revolution with vertical axis, is kept 's-^'s-
constantly filled with a frictionless liquid, so that its
surface a.t mn does not change during the discharge
at kl. We will reckon the vertical distance of a particle
414 THE SCIENCE OF MECHANICS.
Determina- from the surface m n downwards as positive and call
tion of the . ^ r 1 1 i r • • i r
pressures it z. Let US follow the course ot a prismatic element of
acting in li- volume, whose horizontal base-area is a and height /S,
quids in . , , . . ,
motion. in its downward motion, neglecting, on the assump-
tion of the parallelism of strata, all velocities at right
angles to z. Let the density of the liquid be p, the
velocity of the element v, and the pressure, which is
dependent on z, p. If the particle descend the dis-
tance dz, we have by the principle of vis viva
(v'^\ dp
a§ pd\-^\^ afi pgdz — a~-(idz (1)
that is, the increase of the vis viva of the element is
equal to the work of gravity for the displacement in
question, less the work of the forces of pressure of the
liquid. The pressure on the upper surface of the element
is ap, that on the lower surface \s a\_p-\- {dp/dz')P'\.
The element sustains, therefore, if the pressure in-
crease downwards, an upward pressure a {dp/dz)fi ;
and for any displacement dz of the element, the work
a{dpldz')^dz must be deducted. Reduced, equation
(i) assumes the form
P-\^ = PSdz-'^-ldz
and, integrated, gives
P • Y = Pg^ —P + const (2)
If we express the velocities in two different hori-
zontal cross-sections a^ and a^ at the depths Zj and z^
below the surface, by v^, v^, and the corresponding
pressures by /j, p^, we may write equation (2) in the
form
^.{v\-vD^pg{z^-z^)^{p^-p^) . (3)
THE EXTENSION OF THE PRINCIPLES. 415
Taking for our cross-section a^ the surface, Zj = 0, The Uydro-
^j =:= ; and as the same quantity of liquid flows through pressure
,, .. . ,, . ... varies with
all cross-sections m the same mterval of time, a^v^ =thecircuin-
^2 v^. Whence, finally, the motion.
The pressure p^ of the liquid in motion (the hydro-
dynamic pressure) consists of the pressure pgz^ of the
liquid at rest (the hydrostatic pressure) and of a pres-
sure (p/2)w2[(ffl| — a2)/fl!|] dependent on the density,
the velocity of flow, and the cross-sectional areas. In
cross-sections larger than the surface of the liquid, the
hydrodynamic pressure is greater than the hydrostatic,
and vice versa.
A clearer idea of the significance of Bernoulli's illustration
of these re-
principle may be obtained by imagining the liquid in suits by the
the vessel A unacted on by gravity, and its outflow quids under
, . pressures
produced by a constant pressure p^ on the surface, produced
Equation (3) then takes the form
If we follow the course of a particle thus moving, it
will be found that to every increase of the velocity of
flow (in the narrower cross-sections) a decrease of
pressure corresponds, and to every decrease of the ve-
locity of flow (in the wider cross-sections) an increase
of pressure. This, indeed, is evident, wholly aside
from mathematical considerations. In the present case
every change of the velocity of a liquid element must be
exclusively produced by the work of the liquid'' s forces
of pressure. When, therefore, an element enters into
a narrower cross-section, in which a greater velocity
of flow prevails, it can acquire this higher velocity only
4i6
THE SCIENCE OF MECHANICS.
on the condition that a greater pressure acts on its rear
surface than on its front surface, that is to say, only
when it moves from points of higher to points of lower
pressure, or when the pressure decreases in the direc-
tion of the motion. If we imagine the pressures in
a wide section and in a succeeding narrower section
to be for a moment equal, the acceleration of the ele-
ments in the narrower section will not take place ; the
elements will not escape fast enough ; they will accumu-
late before the narrower section ; and at the entrance
to it the requisite augmentation of pressure will be im-
mediately produced. The converse case is obvious.
Treatment 20. In dealing with more complicated cases, the
of a liquid . , , . , . , , . . ,
problem in problems of liquid motion, even though viscosity be
which vis-
cosity and
friction are
considered.
Fig. 220.
neglected, present great difficulties ; and when the
enormous effects of viscosity are taken into account,
anything like a dynamical solution of almost every
problem is out of the question. So much so, that al-
though these investigations were begun by Newton,
we have, up to the present time, only been able to
master a very few of the simplest problems of this class,
and that but imperfectly. We shall content ourselves
with a simple example. If we cause a liquid contained
in a vessel of the pressure-head h to flow, not through
an orifice in its base, but through a long cylindrical
tube fixed in its side (Fig. 220), the velocity of efflux
THE EXTEN'SION OF THE PRINCIPLES. 417
V will be less than that deducible from Torricelli's law,
as a portion of the work is consumed by resistances
due to viscosity and perhaps to friction. We find, in
fact, that V =^V'2gh.^,^Nhsx&h^
+ •
which now contains only 6y under the integral sign.
The terms in the first line of this expression are
independent of any change in the form of the function
and depend solely upon the variation of the limits.
442 THE SCIENCE OF MECHANICS.
The inter- The terms of the two following lines depend on the
fhl're'sSu?. change in the form of the function, for the limiting
values of x only ; and the indices i and 2 state that
the actual limiting values are to be put in the place of
the general expressions. The terms of the last line,
finally, depend on the general change in the form of
the function. Collecting all the terms, except those in
the last line, under one designation a^ — a^, and calling
the expression in parentheses in the last line §, we
have
^ a J — ^0 + fP-^y- ^^•
But this equation can be satisfied only if
«,-«o = (1)
and
J^fiSydx = (2)
For if each of the members were not equal to zero,
each would be determined by the other. But the in-
tegral of an indeterminate function cannot be expressed
in terms of its limiting values only. Assuming, there-
fore, that the equation
J^/3dydx = 0,
The equa- holds generally good, it^ conditions can be satisfied,
solves the since Sy is throughout arbitrary and its generality of
problem, or , -iii ^ • y^ n t-^
makes the form Cannot be restricted, only by making p =0. By
function in
question a the equation
maximum „ , „ , ^
or mini- ,^ dF^ , d^F^ d^P. ^
therefore, the form of the function y == , -^ . . riations for
ical part of mechanics. But the history of the isoperi- mechanics,
metrical problems and of the calculus of variations had
to be touched upon, because these researches have ex-
ercised a very considerable influence on the develop-
ment of mechanics. Our sense of the general prop-
erties of systems, and of properties of maxima and
minima in particular, was much sharpened by these
investigations, and properties of the kind referred to
were subsequently discovered in mechanical systems
with great facility. As a fact, physicists, since La-
grange's time, usually express mechanical principles
in a maximal or minimal form. This predilection
would be unintelligible without a knowledge of the
historical development.
446 THE SCIENCE OF MECHANICS.
II.
THEOLOGICAL. ANIMISTIC, AND MYSTICAL POINTS OF VIEW
IN MECHANICS.
I. If, in entering a parior in Germany, we happen
to hear something said about some man being very
pious, without having caught the name, we may fancy
that Privy Counsellor X was spoken of, — or Herr von
Y ; we should hardly think of a scientific man of our
acquaintance. It would, however, be a mistake to sup-
pose that the want of cordiality, occasionally rising to
embittered controversy, which has existed in our day
between the scientific and the theological faculties,
always separated them. A glance at the history of
science suffices to prove the contrary.
The con- People talk of the ' ' conflict " of science and the-
ence and ology. Or better of science and the church. It is in
' truth a prolific theme. On the one hand, we have the
long catalogue of the sins of the church against pro-
gress, on the other side a "noble army of martyrs,"
among them no less distinguished figures than Galileo
and Giordano Bruno. It was only by good luck that
Descartes, pious as he was, escaped the same fate.
These things are the commonplaces of history ; but it
would be a great mistake to suppose that the phrase
"warfare of science" is a correct description of its
general historic attitude toward religion, that the only
repression of intellectual development has come from
priests, and that if their hands had been held off, grow-
ing science would have shot up with stupendous velo-
city. No doubt, external opposition did have to be
fought ; and the battle with it was no child's play.
FORMAL DEVELOPMENT. 447
Nor was any engine too base for the church to handle The strue-
ds of SClBIl'
in this struggle. She considered nothing but how to tists with
J ... , , their own
conquer ; and no temporal policy ever was conducted precon-
so selfishly, so unscrupulously, or so cruelly. But in- ideas,
vestigators have had another struggle on their hands,
and by no means an easy one, the struggle with their
own preconceived ideas, and especially with the notion
that philosophy and science must be founded on the-
ology. It was but slowly that this prejudice little by
little was erased.
2. But let the facts speak for themselves, while we Historical
J , , , - . . , examples.
mtroduce the reader to a few historical personages.
Napier, the inventor of logarithms, an austere Puri-
tan, who lived in the sixteenth century, was, in addi-
tion to his scientific avocations, a zealous theologian.
Napier applied himself to some extremely curious
speculations. He wrote an exegetical commentary on
the Book of Revelation, with propositions and mathe-
matical demonstrations. Proposition XXVI, for ex-
ample, maintains that the pope is the Antichrist ; propo-
sition XXXVI declares that the locusts are the Turks
and Mohammedans ; and so forth.
Blaise Pascal (i 623-1 662), one of the most rounded
geniuses to be found among mathematicians and phys-
icists, was extremely orthodox and ascetical. So deep
were the convictions of his heart, that despite the gen-
tleness of his character, he once openly denounced at
Rouen an instructor in philosophy as a heretic. The
healing of his sister by contact with a relic most seri-
ously impressed him, and he regarded her cure as a
miracle. On these facts taken by themselves it might
be wrong to lay great stress ; for his whole family were
much inclined to religious fanaticism. But there are
plenty of other instances of his religiosity. Such was
448
THE SCIENCE OF MECHANICS.
Pascal.
Otto von
Guericke.
his resolve, — which was carried out, too, — to abandon
altogether the pursuits of science and to devote his life
solely to the cause of Christianity. Consolation, he
used to say, he could find nowhere but in the teachings
of Christianity ; and all the wisdom of the world availed
him not a whit. The sincerity of his desire for the
conversion of heretics is shown in his Lettres provin-
ciales, where he vigorously declaims against the dread-
ful subtleties that the doctors of the Sorbonne had
devised, expressly to persecute the Jansenists. Very
remarkable is Pascal's correspondence with the theo-
logians of his time ; and a modern reader is not a little
surprised at finding this great "scientist" seriously
discussing in one of his letters whether or not the Devil
was able to work miracles.
Otto von Guericke, the inventor of the air-pump,
occupies himself, at the beginning of his book, now
little over two hundred years old, with the miracle of
Joshua, which he seeks to harmonise with the ideas
of Copernicus. In like manner, we find his researches
on the vacuum and the nature of the atmosphere in-
troduced by disquisitions concerning the location of
heaven, the location of hell, and so forth. Although
Guericke really strives to answer these questions as ra-
tionally as he can, still we notice that they give him
considerable trouble, — questions, be it remembered,
that to-day the theologians themselves would consider
absurd. Yet Guericke was a man who lived after the
Reformation !
The giant mind of Newton did not disdain to employ
itself on the interpretation of the Apocalypse. On such
subjects it was difficult for a sceptic to converse with
him. When Halley once indulged in a jest concerning
theological questions, he is said to have curtly repulsed
FORMAL DEVELOPMENT. 449
him with the remark : "I have studied these things ; Newtonand
Leibnitz.
you have not ! "
We need not tarry by Leibnitz, the inventor of the
best of all possible worlds and of pre-established har-
mony — inventions which Voltaire disposed of in Can-
dide, a humorous novel with a deeply philosophical pur-
pose. But everybody knows that Leibnitz was almost
if not quite as much a theologian, as a man of science.
Let us turn, however, to the last century. Euler, in Euier.
his Letters to a German PrincesSy deals with theologico-
philosophical problems in the midst of scientific ques-
tions. He speaks of the difficulty involved in explaining
the interaction of body and mind, due to the total
diversity of these two phenomena, — a diversity to his
mind undoubted. The system of occasionalism, devel-
oped by Descartes and his followers, agreeably to which
God executes for every purpose of the soul, (the soul it-
self not being able to do so,) a corresponding movement
of the body, does not quite satisfy him. He derides,
also, and not without humor, the doctrine of pre-
established harmony, according to which perfect agree-
ment was established from the beginning between the
movements of the body and the volitions of the soul, —
although neither is in any way connected with the
other, — just as there is harmony between two different
but like-constructed clocks. He remarks, that in this
view his own body is as foreign to him as that of a
rhinoceros in the midst of Africa, which might just as
well be in pre-established harmony with his soul as
its own. Let us hear his own words. In his day, Latin
was almost universally written. When a German
scholar wished to be especially condescending, he
wrote in French : "Si dans le cas d'un ddreglement
"de mon corps Dieu ajustait celui d'un rhinoceros,
4SO THE SCIENCE OF MECHANICS.
"en sorte que ses mouvements fussent tellement d'ac-
" cord avec les ordres de mon ame, qu'il levat la patte
" au moment que je voudrais lever la main, et ainsi
" des autres operations, ce serait alors mon corps. Je
"me trouverais subitement dans la forme d'un rhino-
"ceros au milieu de I'Afrique, mais non obstant cela
"mon ame continuerait les meme operations. J'aurais
"^galement I'honneur d'^crire a V. A., mais je ne sais
" pas comment elle recevrait mes lettires."
Euier's One would almost imagine that Euler, here, had been
theological . ,^^,. at,
proclivities tempted to play Voltaire. And yet, apposite as was
his criticism in this vital point, the mutual action of
body and soul remained a miracle to him, still. But he
extricates himself, however, from the question of the
freedom of the will, very sophistically. To give some
idea of the kind of questions which a scientist was per-
mitted to treat in those days, it may be remarked that
Euler institutes in his physical "Letters" investiga-
tions concerning the nature of spirits, the connection
between body and soul, the freedom of the will, the
influence of that freedom on physical occurrences,
prayer, physical and moral evils, the conversion of sin-
ners, and such like topics ; — and this in a treatise full
of clear physical ideas and not devoid of philosophical
ones, where the well-known circle-diagrams of logic
have their birth-place.
Character 3. Let these examples of religious physicists suffice.
logical We have selected them intentionally from among the
leanings of ...„_.
the great in- foremost of Scientific discoverers. The theological pro-
clivities which these men followed, belong wholly to
their innermost private life. They tell us openly things
which they are not compelled to tell us, things about
which they might have remained silent. What they
utter are not opinions forced upon them from without ;
FORMAL DEVELOPMENT. 451
they are their own sincere views. They were not con-
scious of any theological constraint. In a court which
harbored a Lamettrie and a Voltaire, Euler had no rea-
son to conceal his real convictions.
According to the modern notion, these men should characier
11 11 • 1 1- of their age.
at least have seen that the questions they discussed
did not belong under the heads where they put them,
that they were not questions of science. Still, odd as
this contradiction between inherited theological beliefs
and independently created scientific convictions seems
to us, it is no reason for a diminished admiration of
those leaders of scientific thought. Nay, this very fact
is a proof of their stupendous mental power : they were
able, in spite of the contracted horizon of their age, to
which even their own aper^us were chiefly limited, to
point out the path to an elevation, where our genera-
tion has attained a freer point of view.
Every unbiassed mind must admit that the age in
which the chief development of the science of mechan-
ics took place, was an age of predominantly theological
cast. Theological questions were excited by everything,
and modified everything. No wonder, then, that me-
chanics took the contagion. But the thoroughness with
which theological thought thus permeated scientific
inquiry, will best be seen by an examination of details.
4. The impulse imparted in antiquity to this direc- Galileo's
' ^ researclies
tion of thought by Hero and Pappus has been alluded on the
to in the preceding chapter. At the beginning of the materials.
seventeenth century we find Galileo occupied with prob-
lems concerning the strength of materials. He shows
that hollow tubes offer a greater resistance to flexure
than solid rods of the same length and the same quantity
of material, and at once applies this discovery to the
explanation of the forms of the bones of animals, which
452 THE SCIENCE OF MECHANICS.
are usually hollow and cylindrical in shape. The phe-
nomenon is easily illustrated by the comparison of a
flatly folded and a rolled sheet of paper. A horizontal
beam fastened at one extremity and loaded at the other
may be remodelled so as to be thinner at the loaded
end without any loss of stiffness and with a consider-
able saving of material. Galileo determined the form of
a beam of equal resistance at each cross-section. He
also remarked that animals of similar geometrical con-
struction but of considerable difference of size would
comply in very unequal proportions with the laws of
resistance.
Evidences The forms of bones, feathers, stalks, and other or-
of design . i i i • i ■ •
in nature, ganic Structures, adapted, as they are, in their minut-
est details to the purposes they serve, are highly cal-
culated to make a profound impression on the thinking
beholder, and this fact has again and again been ad-
duced in proof of a supreme wisdom ruling in nature.
Let us examine, for instance, the pinion-feather of a
bird. The quill is a hollow tube diminishing in thick-
ness as we go towards the end, that is, is a body of
equal resistance. Each little blade of the vane re-
peats in miniature the same construction. It would
require considerable technical knowledge even to imi-
tate a feather of this kind, let alone invent it. We
should not forget, however, that investigation, and
not mere admiration, is the office of science. We
know how Darwin sought to solve these problems, by
the theory of natural selection. That Darwin's solution
is a complete one, may fairly be doubted ; Darwin him-
self questioned it. All external conditions would be
powerless if something were not present that admitted
of variation. But there can be no question that his
theory is the first serious attempt to replace mere ad-
FORMAL DEVELOPMENT. 453
miration of the adaptations of organic nature by seri-
ous inquiry into the mode of their origin.
Pappus's ideas concerning the cells of honeycombs The cells of
f ' IT • 1 *^® honey-
were the subject of animated discussion as late as the comb.
eighteenth century. In a treatise, published in 1865,
entitled Homes Without Hands (p. 428), Wood substan-
tially relates the following : " Maraldi had been struck
with the great regularity of the cells of the honey-
comb. He measured the angles of the lozenge-shaped
plates, or rhombs, that form the terminal walls of the
cells, and found them to be respectively 109° 28' and
70° 32'. Reaumur, convinced that these angles were in
some way connected with the economy of the cells,
requested the mathematician Konig to calculate the
form of a hexagonal prism terminated by a pyramid
composed of three equal and similar rhombs, which
would give the greatest amount of space with a given
amount of material. The answer was, that the angles
should be 109° 26' and 70° 34'. The difference, accord-
ingly, was two minutes. Maclaurin,* dissatisfied with
thisagreement,repeatedMaraldi'smeasurements,found
them correct, and discovered, in going over the calcu-
lation, an error in the logarithmic table employed by
Konig. Not the bees, but the mathematicians were
wrong, and the bees had helped to detect the error ! "
Any one who is acquainted with the methods of meas-
uring crystals and has seen the cell of a honeycomb,
with its rough and non-reflective surfaces, will question
whether the measurement of such cells can be executed
with a probable error of only two minutes, f So, we
must take this story as a sort of pious mathematical
* Philosophical Transactions for 1743.— TVaKJ.
t But see G. F. Maraldi in the Memoires de Vacademie for 171Z. It is, how-
ever, now well known the cells vary considerably. See Chauncey Wright,
Philosophical Discussions, iSy;, p. ill.— Trans.
454 THE SCIENCE OF MECHANICS.
fairy-tale, quite apart from the consideration that noth-
ing would follow from it even were it true. Besides,
from a mathematical point of view, the problem is too
imperfectly formulated to enable us to decide the ex-
tent to which the bees have solved it.
Other The ideas of Hero and Fermat, referred to in the
instances. . , , . ^ , . ,
previous chapter, concernmg the motion ot light, at
once received from the hands of Leibnitz a theolog-
ical coloring, and played, as has been before mentioned,
a predominant role in the development of the calculus
of variations. In Leibnitz's correspondence with John
Bernoulli, theological questions are repeatedly dis-
cussed in the very midst of mathematical disquisitions.
Their language is not unfrequently couched in biblical
pictures. Leibnitz, for example, says that the problem
of the brachistochrone lured him as the apple had lured
Eve.
The theo- Maupertuis, the famous president of the Berlin
nei of the Academy, and a friend of Frederick the Great, gave
principle of . ,,,.., p , . ,
least ac- a new impulse to the theologising bent of physics by
the enunciation of his principle of least action. In the
treatise which formulated this obscure principle, and
which betrayed in Maupertuis a woeful lack of mathe-
matical accuracy, the author declared his principle to be
the one which best accorded with the wisdom of the
Creator. Maupertuis was an ingenious man, but not a
man of strong, practical sense. This is evidenced by
the schemes he was incessantly devising : his bold prop-
ositions to found a city in which only Latin should be
spoken, to dig a deep hole in the earth to find new
substances, to institute psychological investigations by
means of opium and by the dissection of monkeys, to
explain the formation of the embryo by gravitation, and
so forth. He was sharply satirised by Voltaire in the
FORMAL DEVELOPMENT. 455
Histoire du docteur Akakia, a work which led, as we
know, to the rupture between Frederick and Voltaire.
Maupertuis's principle would in all probability soon Euier's re-
have been forgotten, had Euler not taken up the sug- the theoioE-
T-»i • -tiri ••!• ical basis of
gestion. tuler magnanimously left the prmciple its this prin-
name, Maupertuis the glory of the invention, and con-
verted it into something new and really serviceable.
What Maupertuis meant to convey is very difficult to
ascertain. What Euler meant may be easily shown by
simple examples. If a body is constrained to move on a
rigid surface, for instance, on the surface of the earth, it
will describe when an impulse is imparted to it, the
shortest path between its initial and terminal positions.
Any other path that might be prescribed it, would be
longer or would require a greater time. This principle
finds an application in the theory of atmospheric and
oceanic currents. The theological point of view, Euler
retained. He claims it is possible to explain phenomena,
not only from their physical causes, but also from their
purposes. ' ' As the construction of the universe is the
"most perfect possible, being the handiwork of an
" all- wise Maker, nothing can be met with in the world
"in which some maximal or minimal property is not
"displayed. There is, consequently, no doubt but
"that all the effects of the world can be derived by
"the method of maxima and minima from their final
"causes as well as from their efiScient ones."*
5. Similarly, the notions of the constancy of the
quantity of matter, of the constancy of the quantity of
* " Quum enim mundi universi f abrica sit perfectissima, atque a creators
sapientissimo absoluta, nihil omnino in mundo contingit, in quo non maximi
minimive ratio quaepiam eluceat; quam ob rem dubium prorsus est nullum,
quin omnes mundi eflfectus ex causis finalibus, ope methodi maximorum et
minimorum, aeque feliciter determinari quaeant, atque ex ipsis causis efl&cien-
tibus." {Methodus invenzendi lineas curvas maximi minimive proprietaU
gaudentes, Lausanne, 1744.)
456 THE SCIENCE OF MECHANICS.
The central motion, of the indestructibility of work or energy, con-
m°od°ern° ceptioHS which completely dominate modern physics,
mata'iy%f all arose under the influence of theological ideas. The
orfgin.^"^^ notions in question had their origin in an utterance of
Descartes, before mentioned, in the Principles of Philos-
ophy, agreeably to which the quantity of matter and mo-
tion originally created' in the world, — such being the
only course compatible with the constancy of the Crea-
tor, — is always preserved unchanged. The conception
of the manner in which this quantity of motion should
be calculated was very considerably modified in the
progress of the idea from Descartes to Leibnitz, and to
their successors, and as the outcome of these modifi-
cations the doctrine gradually and slowly arose which
is now called the "law of the conservation of energy."
But the theological background of these ideas only
slowly vanished. In fact, at the present day, we still
meet with scientists who indulge in self-created mys-
ticisms concerning this law.
Gradual During the entire sixteenth and seventeenth centu-
transition . , , . , , , .,
from the ries, down to the close of the eighteenth, the prevail-
theological ..... . . . _...,,.,
point of ing inclination of inquirers was, to find m all physical
laws some particular disposition of the Creator. But
a gradual transformation of these views must strike
the attentive observer. Whereas with Descartes and
Leibnitz physics and theology were still greatly inter-
mingled, in the subsequent period a distinct endeavor
is noticeable, not indeed wholly to discard theology,
yet to separate it from purely physical questions. Theo-
logical disquisitions were put at the beginning or rele-
gated to the end of physical treatises. Theological
speculations were restricted, as much as possible, to
the question of creation, that, from this point onward,
the way might be cleared for physics.
view.
FORMAL DEVELOPMENT. 457
Towards the close of the eighteenth century a re- Ultimate
markable change took place, — a change which wasemancipa-
apparently an abrupt departure from the current trend physics
of thought, but in reality was the logical outcome of ogy.
the development indicated. After an attempt in a
youthful work to found mechanics on Euler' s principle
of least action, Lagrange, in a subsequent treatment
of the subject, declared his intention of utterly disre-
garding theological and metaphysical speculations, as
in their nature precarious and foreign to science. He
erected a new mechanical system on entirely different
foundations, and no one conversant with the subject
will dispute its excellencies. All subsequent scientists
of eminence accepted Lagrange's view, and the pres-
ent attitude of physics to theology was thus substan-
tially determined.
6. The idea that theology and physics are two dis- The mod-
°-^ '^ ■' ern ideal
tinct branches of knowledge, thus took, from its first always the
° attitude of
germination in Copernicus till its final promulgation t^e greatest
. . inquirers.
by Lagrange, almost two centuries to attain clearness
in the minds of investigators. At the same time it
cannot be denied that this truth was always clear to
the greatest minds, like Newton. Newton never, de-
spite his profound religiosity, mingled theology with
the questions of science. True, even he concludes his
Optics, whilst on its last pages his clear and luminous
intellect still shines, with an exclamation of humble
contrition at the vanity of all earthly things. But his
optical researches proper, in contrast to those of Leib-
nitz, contain not a trace of theology. The same may
be said of Galileo and Huygens. Their writings con-
form almost absolutely to the point of view of La-
grange, and may be accepted in this respect as class-
ical. But the general views and tendencies of an age
458 THE SCIENCE OF MECHANICS.
must not be judged by its greatest, but by its average,
minds.
The theo- To comprehend the process here portrayed, the gen-
logical con- . ^.. .., . ^i .,
ception of eral condition of affairs in these times must be consid-
the world , , j. . ., . .
natural and ered. It Stands to reason that in a stage ot civilisation
able. in which rehgion is almost the sole education, and the
only theory of the world, people would naturally look
at things in a theological point of view, and that they
would believe that this view was possessed of compe-
tency in all fields of research. If we transport ourselves
back to the time when people played the organ with
their fists, when they had to have the multiplication table
visibly before them to calculate, when they did so much
with their hands that people now-a-days do with their
heads, we shall not demand of such a time that it
should critically put to the test its own views and the-
ories. With the widening of the intellectual horizon
through the great geographical, technical, and scien-
tific discoveries and inventions of the fifteenth and six-
teenth centuries, with the opening up of provinces in
which it was impossible to make any progress with the
old conception of things, simply because it had been
formed prior to the knowledge of these provinces, this
bias of the mind gradually and slowly vanished. The
great freedom of thought which appears in isolated
cases in the early middle ages, first in poets and then
in scientists, will always be hard to understand. The en-
lightenment of those days must have been the work of a
few very extraordinary minds, and can have been bound
to the views of the people at large by but very slender
threads, more fitted to disturb those views than to re-
form them. Rationalism does not seem to have gained
a broad theatre of action till the literature of the eigh-
teenth century. Humanistic, philosophical, historical.
FORMAL DEVELOPMENT. 459
and physical science here met and gave each other
mutual encouragement. All who have experienced, in
part, in its literature, this wonderful emancipation of
the human intellect, will feel during their whole lives a
deep, elegiacal regret for the eighteenth century.
7. The old point of view, then, is abandoned. Its The en-
history is now detectible only in the form of the me- ment o£ the
IIGW VlGWSi
chanical principles. And this form will remain strange
to us as long as we neglect its origin. The theological
conception of things gradually gave way to a more
rigid conception ; and this was accompanied with a
considerable gain in enlightenment, as we shall now
briefly indicate.
When we say light travels by the paths of shortest
time, we grasp by such an expression many things.
But we do not know as yet why light prefers paths of
shortest time. We forego all further knowledge of the
phenomenon, if we find the reason in the Creator's wis-
dom. We of to-day know, that light travels by all
paths, but that only on the paths of shortest time do
the waves of light so intensify each other that a per-
ceptible result is produced. Light, accordingly, only
appears to«travel by the paths of shortest time. After Extrava-
gance as
the prejudice which prevailed on these questions had well as
been removed, cases were immediately discovered in nature.
which by the side of the supposed economy of nature
the most striking extravagance was displayed. Cases
of this kind have, for example, been pointed out by
Jacobi in connection with Euler's principle of least ac-
tion. A great many natural phenomena accordingly
produce the impression of economy, simply because
they visibly appear only when by accident an econom-
ical accumulation of effects take place. This is the
same idea in the province of inorganic nature that Dar-
460 THE SCIENCE OF MECHANICS.
win worked out in the domain of organic nature. We
facilitate instinctively our comprehension of nature by
applying to it the economical ideas with which we are
familiar.
Expiana- Often the phenomena of nature exhibit maximal
imai and or minimal properties because when these greatest or
effects, least properties have been established the causes of all
further alteration are removed. The catenary gives
the lowest point of the centre of gravity for the simple
reason that when that point has been reached all fur-
ther descent of the system's parts is impossible. Li-
quids exclusively subjected to the action of molecular
forces exhibit a minimum of superficial area, because
stable equilibrium can only subsist when the molecular
forces are able to effect no further diminution of super-
ficial area. The important thing, therefore, is not the
maximum or minimum, but the removal of work ; work
being the factor determinative of the alteration. It
sounds much less imposing but is much more elucida-
tory, much more correct and comprehensive, instead
of speaking of the economical tendencies of nature, to
say : "So much and so much only occurs as in virtue
of the forces and circumstances involved can occur."
Points of The question may now justly be asked, If the point
the theoiog- of view of theology which led to the enunciation of the
ical and ..,.,. . -
scientific principles 01 mechanics was utterly wropg, how comes
tions. it that the principles themselves are in all substantial
points correct ? The answer is easy. In the first place,
the theological view did not supply the contents of the
principles, but simply determined \h&vs: guise; their mat-
ter was derived from experience. A similar influence
would have been exercised by any other dominant type
of thought, by a commercial attitude, for instance, such
as presumably had its effect on Stevinus's thinking. In
FORMAL DEVELOPMENT. 461
the second j)lace, the theological conception of nature
itself owes its origin to an endeavor to obtain a more
comprehensive view of the world ; — the very same en-
deavor that is at the bottom of physical science. Hence,
even admitting that the physical philosophy of theology
is a fruitless achievement, a reversion to a lower state of
scientific culture, we still need not repudiate the sound
root from which it has sprung and which is not differ-
ent from that of true physical inquiry.
In fact, science can accomplish nothing by the con- Necessity
"■ 1 ■ r r r ■ - - °^^ con-
sideration of indtvidual facts ; from time to time it must stant con-
*^ 1 -1 sideration
cast its glance at the world as a whole. Galileo's of the ah,
--,..,,. ... in research
laws 01 falling bodies, Huygens's principle of vis viva,
the principle of virtual velocities, nay, even the con-
cept of mass, could not, as we saw, be obtained, ex-
cept by the alternate consideration of individual facts
and of nature as a totality. We may, in our ijien-
tal reconstruction of mechanical processes, start from
the properties of isolated masses (from the elementary
or differential laws), and so compose our pictures of
the processes ; or, we may hold fast to the properties
of the system as a whole (abide by the integral laws).
Since, however, the properties of one mass always in-
clude relations to other masses, (for instance, in ve-
locity and acceleration a relation of time is involved,
that is, a connection with the whole world,) it is mani-
fest that purely differential, or elementary, laws do not
exist. It would be illogical, accordingly, to exclude
as less certain this necessary view of the All, or of the
more general properties of nature, from our studies.
The more general a new principle is and the wider its
scope, the more perfect tests will, in view of the possi-
bility of error, be demanded of it.
The conception of a will and intelligence active in
462 THE SCIENCE OF MECHANICS.
Pagan ideas nature is by no means the exclusive property of Chris-
dces'rife in tian monotheism. On the contrary, this idea is a quite
world. familiar one to paganism and fetishism. Paganism,
however, finds this will and intelligence entirely in in-
dividual phenomena, while monotheism seeks it in the
All. Moreover, a pure monotheism does not exist.
The Jewish monotheism of the Bible is by no means
free from belief in demons, sorcerers, and witches ;
and the Christian monotheism of mediaeval times is
even richer in these pagan conceptions. We shall not
speak of the brutal amusement in which church and
state indulged in the torture and burning of witches,
and which was undoubtedly provoked, in the mp.jority
of cases, not by avarice but by the prevalence of the
ideas mentioned. In his instructive work on Primitive
Culture Tylor has studied the sorcery, superstitions,
and miracle-belief of savage peoples, and compared
them with the opinions current in mediaeval times con-
cerning witchcraft. The similarity is indeed striking.
The burning of witches, which was so frequent in
Europe in the sixteenth and seventeenth centuries, is
to-day vigorously conducted in Central Africa. Even
now and in civilised countries and among cultivated
people traces of these conditions, as Tylor shows, still
exist in a multitude of usages, the sense of which, with
our altered point of view, has been forever lost.
8. Physical science rid itself only very slowly of
these conceptions. The celebrated work of Giambatista
della Porta, Magia naturalis, which appeared in 1558,
though it announces important physical discoveries, is
yet filled with stuff about magic practices and demono-
logical arts of all kinds little better than those of a red-
skin medicine-man. Not till the appearance of Gil-
bert's work, De magnete (in 1600), was any kind of re-
FORMAL DEVELOPMENT. 463
striction placed on this tendency of thought. When we Animistic
. notions in
reflect that even Luther is said to have had personal science,
encounters with the Devil, that Kepler, whose aunt had
been burned as a witch and whose mother came near
meeting the same fate, said that witchcraft could not
be denied, and dreaded to express his real opinion of
astrology, we can vividly picture to ourselves the
thought of less enlightened minds of those ages.
Modern physical science also shows traces of fetish-
ism, as Tyler well remarks, in its "forces." And the
hobgoblin practices of modern spiritualism are ample
evidence that the conceptions of paganism have not
been overcome even by the cultured society of to-day.
It is natural that these ideas so obstinately assert
themselves. Of the many impulses that rule man
with demoniacal power, that nourish, preserve, and
propagate him, without his knowledge or supervision,
of these impulses of which the middle ages present
such great pathological excesses, only the smallest
part is accessible to scientific analysis and conceptual
knowledge. The fundamental character of all these
instincts is the feeling of our oneness and sameness
with nature ; a feeling that at times can be silenced
but never eradicated by absorbing intellectual occupa-
tions, and which certainly has a sound basis, no matter
to what religious absurdities it may have given rise.
9. The French encyclopaedists of the eighteenth
century imagined they were not far from a final ex-
planation of the world by physical and mechanical prin-
ciples ; Laplace even conceived a mind competent to
foretell the progress of nature for all eternity, if but the
masses, their positions, and initial velocities were given.
In the eighteenth century, this joyful overestimation of
the scope of the new physico-mechanical ideas is par-
464
THE SCIENCE OF MECHANICS.
Overesti-
mation of
the me-
chanical
view.
Pretensions
and atti-
tude of
physical
science.
donable. Indeed, it is a refreshing, noble, and ele-
vating spectacle ; and we can deeply sympathise with
this expression of intellectual joy, so unique in history.
But now, after a century has elapsed, after our judg-
ment has grown more sober, the world-conception of the
encyclopaedists appears to us as a mechanical mythology
in contrast to the animistic of the old religions. Both
views contain undue and fantastical exaggerations of
an incomplete perception. Careful physical research
will lead, however, to an analysis of our sensations.
We shall then discover that our hunger is not so essen-
tially different from the tendency of sulphuric acid for
zinc, and our will not so greatly different from the
pressure of a stone, as now appears. We shall again
feel ourselves nearer nature, without its being neces-
sary that we should resolve ourselves into a nebulous
and mystical mass of molecules, or make nature a
haunt of hobgoblins. The direction in which this en-
lightenment is to be looked for, as the result of long
and painstaking research, can of course only be sur-
mised. To anticipate the result, or even to attempt to
introduce it into any scientific investigation of to-day,
would be mythology, not science.
Physical science does not pretend to be a complete
view of the world ; it simply claims that it is working
toward such a complete view in the future. The high-
est philosophy of the scientific investigator is precisely
this toleration of an incomplete conception of the world
and the preference for it rather than an apparently per-
fect, but inadequate conception. Our religious opin-
ions are always our own private affair, as long as we do
not obtrude them upon others and do not apply them
to things which come under the jurisdiction of a differ-
ent tribunal. Physical inquirers themselves entertain
FORMAL DEVELOPMENT. 465
the most diverse opinions on this subject, according to
the range of their intellects and their estimation of the
consequences.
Physical science makes no investigation at all into
things that are absolutely inaccessible to exact investi-
gation, or as yet inaccessible to it. But should prov-
inces ever be thrown open to exact research which are
now closed to it, no well-organised man, no one who
cherishes honest intentions towards himself and others,
will any longer then hesitate to countenance inquiry
with a view to exchanging his opinion regarding such
provinces for positive knowledge of them.
When, to-day, we see society waver, see it change Results of
the incom-
its views on the same question according to its mood and pieteness oi
our view of
the events of the week, like the register of an organ, when the world.
we behold the profound mental anguish which is thus
produced, we should know that this is the natural and
necessary outcome of the incompleteness and transi-
tional character of our philosophy. A competent view
of the world can never be got as a gift ; we must ac-
quire it by hard work. And only by granting free sway
to reason and experience in the provinces in which they
alone are determinative, shall we, to the weal of man-
kind, approach, slowly, gradually, but surely, to that
ideal of a monistic view of the world which is alone
compatible with the economy of a sound mind.
III.
ANALYTICAL MECHANICS.
I. The mechanics of Newton are purely geometrical. The geo-
metrical
He deduces his theorems from his initial assumptions mechanics
. of Newton.
entirely by means of geometrical constructions. His
procedure is frequently so artificial that, as Laplace
466 THE SCIENCE OF MECHANICS.
remarked, it is unlikely that the propositions were dis-
covered in that way. We notice, moreover, that the
expositions of Newton are not as candid as those of
Galileo and Huygens. Newton's is the so-called syn-
thetic method of the ancient geometers.
Analytic When we deduce results from given suppositions,
. ^^ procedure is called synthetic. When we seek the
conditions of a proposition or of the properties of a fig-
ure, the procedure is analytic. The practice of the latter
method became usual largely in consequence of the
application of algebra to geometry. It has become
customary, therefore, to call the algebraical method
generally, the analytical. The term ' ' analytical me-
chanics," which is contrasted with the synthetical, or
geometrical, mechanics of Newton, is the exact equiva-
lent of the phrase "algebraical mechanics."
Euier and 2. The foundations of analytical mechanics were
rin'scon- laid by EuLER {Mechanica, sive Motus Scientia Analytice
Exposita, St. Petersburg, 1736). But while Euler's
method, in its resolution of curvilinear forces into tan-
gential and normal components, still bears a trace of
the old geometrical modes, the procedure of Maclaurin
{A Complete System of Fluxions, Edinburgh, 1742) marks
a very important advance. This author resolves all
forces in three fixed directions, and thus invests the
computations of this subject with a high degree of
symmetry and perspicuity.
Lagrange's 3. Analytical mechanics, however, was brought to
of the its highest degree of perfection by Lagrange. La-
grange's aim is {Mecanique anatytique, Paris, 1788) to
dispose once for all of the reasoning necessary to resolve
mechanical problems, by embodying as much as pos-
sible of it in a single formula. This he did. Every case
that presents itself can now be dealt with by a very
science.
FORMAL DEVELOPMENT. 467
simple, highly symmetrical and perspicuous schema ;
and whatever reasoning is left is performed by purely
mechanical methods. The mechanics of Lagrange
is a stupendous contribution to the economy of
thought.
In statics, Lagrange starts from the principle of statics
1 1 • ■ r~\ 1 r . 1 • founded on
Virtual velocities. On a number of material points the princi-
m^, m^, OTg. . . ., definitely connected with one another, tuai veioci-
are impressed the forces F^, P^, F^. . . . If these
points receive any infinitely small displacements /j^,
p2> Pz- ■ ■ ■ compatible with the connections of the sys-
tem, then for equilibrium 2Fp = ; where the well-
known exception in which the equality passes into an
inequality is left out of account.
Now refer the whole system to a set of rectangular
coordinates. Let the coordinates of the material points
be jTj, y^, Zj, x^, jCg? Zg • • ■ ■ Resolve the forces into
the components X^^, Y^, Z^, X^, Y^, Z^. . . . parallel
to the axes of coordinates, and the displacements into
the displacements Sx^, Sy^, Sz^, 6x^, Sy^, Sz^. . . .,
also parallel to the axes. In the determination of the
work done only the displacements of the point of appli-
cation in the direction- of each force-component need
be considered for that component, and the expression
of the principle accordingly is
2(Xdx+ Y6y-{- ZSz) = . . . . (1)
where the appropriate indices are to be inserted for
the points, and the final expressions summed.
The fundamental formula of dynamics is derived Dynamics
on the prin-
from D'Alembert's principle. On the material points cipie of
m^, OTj, »«3 . . ., having the coordinates x^, y^, z^, x^, ^ert.
jCg, Zg • • • • the force-components X^, Y^, Z^, X^^, Y^,
Z3 . . . . act. But, owing to the connections of the
468 THE SCIENCE OF MECHANICS.
system's parts, the masses undergo accelerations, which
are those of the forces.
d'^x^ d^y, d^z^
These are called the effective forces. But the impressed
forces, that is, the forces which exist by virtue of the
laws of physics, X, Y, Z. . . . and the negative of these
effective forces are, owing to the connections of the
system, in equilibrium. Applying, accordingly, the
principle of virtual velocities, we get
Discussion A. Thus, Lagrange conforms to tradition in making
of La-
grange's Statics precede dynamics. He was by no means com-
method. . .
pelled to do so. On the contrary, he might, with equal
propriety, have started from the proposition that the
connections, neglecting their straining, perform no
work, or that all the possible work of the system is due
to the impressed forces. In the latter case he would
have begun with equation (2), which expresses this
fact, and which, for equilibrium (or non-accelerated
motion) reduces itself to (i) as a particular case. This
would have made analytical mechanics, as a system,
even more logical.
Equation (i), which for the case of equilibrium
makes the element of the work corresponding to the
assumed displacement = 0, gives readily the results
discussed in page 6g. If
X^'Z^ Y^Z,Z = '''-
dx dy' dz'
FORMAL DEVELOPMENT. 469
that is to say, if X, V, Z are the partial differential co-
efficients of one and the same function of the coordi-
nates of position, the whole expression under the sign
of summation is the total variation, S V, of V. If the
latter is = 0, Fis in general a maximum or a minimum.
■;. We will now illustrate the use of equation (i~) by indication
. , . . . ofthegen-
a simple example. If all the points of application of the erai steps
^ . ^ ^ -^-^ . forthesolu-
forces are independent of each other, no problem is 'ion of stat-
ical prob-
presented. Each point is then in equilibrium onlyiems.
when the forces impressed on it, and consequently
their components, are = 0. All the displacements Sx,
dj, Sz. . . . are then wholly arbitrary, and equation
(i) can subsist only provided the coefficients of all the
displacements dx, dy, 6z. . . . are equal to zero.
But if equations obtain between the coordinates of
the several points, that is to say, if the points are sub-
ject to mutual constraints, the equations so obtaining
will be of the form -Fix^, y^, z^, x^, j^jj ^2- ■ ■ •) ^ ^'
or, more briefly, of the form J^^O. Then equations
also obtain between the displacements, of the form
dF . , dF . , dF . , dF
_^