VIII. THE PRINCIPLE OF LEAST ACTION. Theorig- I. Maupertuis enunciated, in 1747, a principle scurefortn which he Called ** le principe de la moindre quantity d'ac- dpie*o?"" iion,^^ the principle of least action. He declared this ' 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 m%)s, 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- If My m be two inelastic masses, Cand 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 — u)^ '\- m{c — «) 2 is a minimum \ that is, m\c— ») + w (r — «) == 0 ; or MC -\- mc For the impact of elastic masses, retaining the same designations, only substituting Kand v for the two ve- locities after impact, the expression M{C — ^)^ + in{c — ^^7^)2 is a minimum; that is to say, M{^C—V)dV^m{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-^ r-(r + rO = 0 (2) and d V— dv = 0 (3) The combination of equations (i), (2), and (3) readily gives the familiar expressions for ^ 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 Uast counter-work is done. They fall, therefore, under the principle of Gauss. Maupcr- 3. Peculiar is Maupertuis's deduction of the law of tuis;sde- •' . _. ductionof the lever. Two masses M and m (Fig. 188) rest on a the law of . . . the lever by bar (^, y, z) is a motion of a . , , mass, the function of Coordinates, describes between A and B a motion of a , • i n /• , • • • a ray of light, curve f or which generally H' as is a minimum. A ray eauiiibrium of light passing from A to B describes the same curve, if the refractive index of its medium, « = ^(jc, y, z), is the same function of coordinates ; and in this case fnds is a minimum. Finally, a string passing from A to B will assume this curve, if its tension S =

is impressed on the mass which produces an increase of velocity B£, so that by the composition of the ve- locities BC = AB and B£ the new velocity BP = 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 c^ the angles v and v* make with the direction of the Fig. 193. force. k^=v sin a k = 7/ sin a' or sm^ sin a* V V If, now, we picture to ourselves a ray of light that penetrates in the direction of v 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- THE EXTENSION OF THE PRINCIPLES, 375 tion n into a medium having the index of refraction ri^ Develop- , mentor this where «/«' = 7^7^', this ray of light will describe the illustration, same path as the body in the case above. If, there- fore, we wish to imitate the motion of a mass by the motion of a ray of light (in the same curve), we must everywhere put the indices of refraction, «, proportional to the velocities. To deduce the indices of refraction from the forces, we obtain for the velocity a // I -^ 1 = Pdq, and for the index of refraction, by analogy. where P denotes the force and dg 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 d[ (,-] = Pcosa. ds (n^\ d\ ] = Pcosa. ds. For the path of a projectile, under the conditions above assumed, we obtained the expression y = 2yax. 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 manner in which this minimum property is related to mum prop- the/^r»f of the curve. Let us take, first, (Fig. 193) afoimof broken straight line ABC, which intersects the straight line MJV, put AB = s, BC = s', and seek the condition that makes vs -f 7'V a minimum for the line that passes 376 7'HE 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 — timsma + v'ms\na\ where m ^= DBj or by an amount — v sin a + 7/ sin or'. The condition of the minimum, consequently, is that — V sin a + v' sin or' = 0 s\na or -T ,= smar 7f V R N FiR. 193. ri«. 19,. If the expression sjv -{■ s ji^' is to be made a minimum, we have, in a similar way, /• smo: V sin «' V* Second, the If, next, we Consider the case of a string stretched SfoiU^con*? in the direction ABC, the tensions of which .Sand ^S" eauiiibrium are different above and below MN, in this case it is the minimum of Ss -f 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. yn 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= P and 5' = 3 -P. If we displace the point B a dis- tance m, 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 a' = 0, no work is performed. Hence, the mini- mum of Ss -\- S's' 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 thi« con- dition to the as 3 to I. The motion of light be- tween two points A and B is such that the light reaches ^ in a 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 point 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 s/v + j'/p' is a minimum. And since the in- dices of refraction n are inversely proportional to the velocities v of the light, therefore also ns ■\- n*s* is a minimum. In the consideration of the motion of a mass the con- dition that vs -\- 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, it:! through a plane MN^ receive, as the result of the action fo the m<^" of a force impressed in the direction DB, an increase of mass. velocity, by which v, its original velocity, is made v' y we have for the path actually taken by the mass the equa- tion 7/ sin a = z/' sin a' = k. This equation^ which is also the condition of minimum, simply states that only the ve- locity-component parallel to the direction of the force is altered, but that the component k at right angles thereto re- mains unchanged. Thus, in this case also, Euler's prin- ciple simply states a familiar fact in a new form. Formofthe lo. The minimum condition — t^sinar+ e^'sina'sTrO condition may also be written, if we pass from a finite broken to curves. Straight line to the elements of curves, in the form — V sin a -\- (y -\- dv) sin(a + dd) = 0 or d(v sin «) = 0 or, finally, tf sin a = const. In agreement with this, we obtain for the motion of light d {n sin «) = 0, n sin a = const, \ ^' J V and for the equilibrium of a string d{Ssmd) = 0, ^sina = 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 he 7f = \/2g(^a -\- x), and let the axis of the_y-or- dinates be horizontal. The condition v. sin a = const, or V 2g{a -f- A*) . dy/ds = const, is identical with that which the calculus of variation gives, and we now know THE EXTENSION OF THE PRINCIPLES, yi^ Fig. xgC its xww^/^/^w/Va/ significance. If we picture to ourselves niustration . , T . / >- of the three a string whose tension is 5 = k 2r (« + x\ an arrange- typical ... caaea by ment which might be effected by fixing frictionless curvilinear . . motiona. 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 = \^2g{a + x), or the velocity of light in which similarly varies by the law v = \/\/'2g{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 = \/2g{a-\-x), the ray would describe a cycloidal path, for which, not CV2g{a + x). ds, but the expression Cds/\/2g{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 igia + x\ A String, howcver, subjected to the tionsand ... - -x • t conse- action of gravity, forms a catenary, the tension ot Oiepreced- which IS given by the formula S = m — nx^ where m ing analo- gies- and n are constants. The analogy subsisting between the equilibrium 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 U, 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 Czfds = 0. If we reflect that the principle of vis 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 S f(C/'+ T) dt = 0, or The points J ^ ' ^ ' of identity '0 of Hamil- tx ton's and /q ciples. where <^C/'and c^T' 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 . . pnncipie vestigation of this subject, but simply exhibit the iden- applied to ° . . •* ' '^ •* the motion tity of the two principles by an example — of a wheel 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 p. ^^ coinciding exactly with it at the beginning and end. There are thus produced in every element of time dtf variations of the work (SU) and of the vis viva (^ST); variations, that is, of the values C/'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 6C/= {PR —Qr)a = Ma. * Compare, for example, Kirchhoff, VarUtungtn Mber matkematitche Pky- siky Meekanik, p. aj et teqg.^ and Jacobi, VorUsungtn Mhtr DynamiA, p. 58. 382 THE SCIENCE OF MECHANICS. Mathemat- The vis viva, for any given angular velocity a?, is ical devel- opment of ,^ 1 X ^ ^^ ^ 00)^ tfiiscase. T=^ - {PR'^ + ^/-a) --, and for a variation dco of this velocity the variation of the vis viva is But if the angle of rotation varies in the element