The Lagrangian Method
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- Melanie Houston
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1 Chapter 6 The Lagrangian Method Copyright 2007 by David Morin, [email protected] (draft version In this chapter, we re going to learn about a whole new way of looking at things. Consider the syste of a ass on the end of a spring. We can analyze this, of course, by using F = a to write down ẍ = kx. The solutions to this equation are sinusoidal functions, as we well know. We can, however, figure things out by using another ethod which doesn t explicitly use F = a. In any (in fact, probably ost physical situations, this new ethod is far superior to using F = a. You will soon discover this for yourself when you tackle the probles and exercises for this chapter. We will present our new ethod by first stating its rules (without any justification and showing that they soehow end up agically giving the correct answer. We will then give the ethod proper justification. 6.1 The Euler-Lagrange equations Here is the procedure. Consider the following seeingly silly cobination of the kinetic and potential energies (T and V, respectively, L T V. (6.1 This is called the Lagrangian. Yes, there is a inus sign in the definition (a plus sign would siply give the total energy. In the proble of a ass on the end of a spring, T = ẋ 2 /2 and V = kx 2 /2, so we have Now write L = 1 2 ẋ2 1 2 kx2. (6.2 d dt ( L = L ẋ x. (6.3 Don t worry, we ll show you in Section 6.2 where this coes fro. This equation is called the Euler-Lagrange (E-L equation. For the proble at hand, we have L/ ẋ = ẋ and L/ x = kx (see Appendix B for the definition of a partial derivative, so eq. (6.3 gives ẍ = kx, (6.4 which is exactly the result obtained by using F = a. An equation such as eq. (6.4, which is derived fro the Euler-Lagrange equation, is called an equation of otion. 1 If the 1 The ter equation of otion is a little abiguous. It is understood to refer to the second-order differential equation satisfied by x, and not the actual equation for x as a function of t, naely x(t = A cos(ωt + φ in this proble, which is obtained by integrating the equation of otion twice. VI-1
2 VI-2 CHAPTER 6. THE LAGRANGIAN METHOD θ l+x proble involves ore than one coordinate, as ost probles do, we just have to apply eq. (6.3 to each coordinate. We will obtain as any equations as there are coordinates. Each equation ay very well involve any of the coordinates (see the exaple below, where both equations involve both x and θ. At this point, you ay be thinking, That was a nice little trick, but we just got lucky in the spring proble. The procedure won t work in a ore general situation. Well, let s see. How about if we consider the ore general proble of a particle oving in an arbitrary potential V (x (we ll stick to one diension for now. The Lagrangian is then and the Euler-Lagrange equation, eq. (6.3, gives L = 1 2 ẋ2 V (x, (6.5 ẍ = dv dx. (6.6 But dv/dx is the force on the particle. So we see that eqs. (6.1 and (6.3 together say exactly the sae thing that F = a says, when using a Cartesian coordinate in one diension (but this result is in fact quite general, as we ll see in Section 6.4. Note that shifting the potential by a given constant has no effect on the equation of otion, because eq. (6.3 involves only the derivative of V. This is equivalent to saying that only differences in energy are relevant, and not the actual values, as we well know. In a three-diensional setup written in ters of Cartesian coordinates, the potential takes the for V (x, y, z, so the Lagrangian is L = 1 2 (ẋ2 + ẏ 2 + ż 2 V (x, y, z. (6.7 It then iediately follows that the three Euler-Lagrange equations (obtained by applying eq. (6.3 to x, y, and z ay be cobined into the vector stateent, ẍ = V. (6.8 But V = F, so we again arrive at Newton s second law, F = a, now in three diensions. Let s now do one ore exaple to convince you that there s really soething nontrivial going on here. Figure 6.1 Exaple (Spring pendulu: Consider a pendulu ade of a spring with a ass on the end (see Fig The spring is arranged to lie in a straight line (which we can arrange by, say, wrapping the spring around a rigid assless rod. The equilibriu length of the spring is l. Let the spring have length l + x(t, and let its angle with the vertical be θ(t. Assuing that the otion takes place in a vertical plane, find the equations of otion for x and θ. Solution: have The kinetic energy ay be broken up into the radial and tangential parts, so we T = 1 ( 2 ẋ 2 + (l + x 2 θ2. (6.9 The potential energy coes fro both gravity and the spring, so we have V (x, θ = g(l + x cos θ kx2. (6.10 The Lagrangian is therefore L T V = 1 ( 2 ẋ 2 + (l + x 2 θ2 + g(l + x cos θ 1 2 kx2. (6.11
3 6.1. THE EULER-LAGRANGE EQUATIONS VI-3 There are two variables here, x and θ. As entioned above, the nice thing about the Lagrangian ethod is that we can just use eq. (6.3 twice, once with x and once with θ. So the two Euler-Lagrange equations are and d dt d dt ( L θ ( L ẋ = L θ = L x = = ẍ = (l + x θ 2 + g cos θ kx, (6.12 d ( (l + x 2 θ = g(l + x sin θ dt = (l + x 2 θ + 2(l + xẋ θ = g(l + x sin θ. = (l + x θ + 2ẋ θ = g sin θ. (6.13 Eq. (6.12 is siply the radial F = a equation, coplete with the centripetal acceleration, (l + x θ 2. And the first line of eq. (6.13 is the stateent that the torque equals the rate of change of the angular oentu (this is one of the subjects of Chapter 8. Alternatively, if you want to work in a rotating reference frae, then eq. (6.12 is the radial F = a equation, coplete with the centrifugal force, (l + x θ 2. And the third line of eq. (6.13 is the tangential F = a equation, coplete with the Coriolis force, 2ẋ θ. But never ind about this now. We ll deal with rotating fraes in Chapter Reark: After writing down the E-L equations, it is always best to double-check the by trying to identify the as F = a and/or τ = dl/dt equations (once we learn about that. Soeties, however, this identification isn t obvious. And for the ties when everything is clear (that is, when you look at the E-L equations and say, Oh, of course!, it is usually clear only after you ve derived the equations. In general, the safest ethod for solving a proble is to use the Lagrangian ethod and then double-check things with F = a and/or τ = dl/dt if you can. At this point it sees to be personal preference, and all acadeic, whether you use the Lagrangian ethod or the F = a ethod. The two ethods produce the sae equations. However, in probles involving ore than one variable, it usually turns out to be uch easier to write down T and V, as opposed to writing down all the forces. This is because T and V are nice and siple scalars. The forces, on the other hand, are vectors, and it is easy to get confused if they point in various directions. The Lagrangian ethod has the advantage that once you ve written down L T V, you don t have to think anyore. All you have to do is blindly take soe derivatives. 3 When juping fro high in a tree, Just write down del L by del z. Take del L by z dot, Then t-dot what you ve got, And equate the results (but quickly! But ease of coputation aside, is there any fundaental difference between the two ethods? Is there any deep reasoning behind eq. (6.3? Indeed, there is... 2 Throughout this chapter, I ll occasionally point out torques, angular oenta, centrifugal forces, and other such things when they pop up in equations of otion, even though we haven t covered the yet. I figure it can t hurt to bring your attention to the. But rest assured, a failiarity with these topics is by no eans necessary for an understanding of what we ll be doing in this chapter, so just ignore the references if you want. One of the great things about the Lagrangian ethod is that even if you ve never heard of the ters torque, centrifugal, Coriolis, or even F = a itself, you can still get the correct equations by siply writing down the kinetic and potential energies, and then taking a few derivatives. 3 Well, you eventually have to solve the resulting equations of otion, but you have to do that with the F = a ethod, too.
4 VI-4 CHAPTER 6. THE LAGRANGIAN METHOD 6.2 The principle of stationary action Consider the quantity, t2 S t 1 L(x, ẋ, t dt. (6.14 -g/2 y 1 t S is called the action. It is a quantity with the diensions of (Energy (Tie. S depends on L, and L in turn depends on the function x(t via eq. ( Given any function x(t, we can produce the quantity S. We ll just deal with one coordinate, x, for now. Integrals like the one in eq. (6.14 are called functionals, and S is soeties denoted by S[x(t]. It depends on the entire function x(t, and not on just one input nuber, as a regular function f(t does. S can be thought of as a function of an infinite nuber of values, naely all the x(t for t ranging fro t 1 to t 2. If you don t like infinities, you can iagine breaking up the tie interval into, say, a illion pieces, and then replacing the integral by a discrete su. Let s now pose the following question: Consider a function x(t, for t 1 t t 2, which has its endpoints fixed (that is, x(t 1 = x 1 and x(t 2 = x 2, where x 1 and x 2 are given, but is otherwise arbitrary. What function x(t yields a stationary value of S? A stationary value is a local iniu, axiu, or saddle point. 5 For exaple, consider a ball dropped fro rest, and consider the function y(t for 0 t 1. Assue that we soehow know that y(0 = 0 and y(1 = g/2. 6 A nuber of possibilities for y(t are shown in Fig. 6.2, and each of these can (in theory be plugged into eqs. (6.1 and (6.14 to generate S. Which one yields a stationary value of S? The following theore gives us the answer. Figure 6.2 Theore 6.1 If the function x 0 (t yields a stationary value (that is, a local iniu, axiu, or saddle point of S, then ( d L = L. (6.15 dt ẋ 0 x 0 It is understood that we are considering the class of functions whose endpoints are fixed. That is, x(t 1 = x 1 and x(t 2 = x 2. Proof: We will use the fact that if a certain function x 0 (t yields a stationary value of S, then any other function very close to x 0 (t (with the sae endpoint values yields essentially the sae S, up to first order in any deviations. This is actually the definition of a stationary value. The analogy with regular functions is that if f(b is a stationary value of f, then f(b + ɛ differs fro f(b only at second order in the sall quantity ɛ. This is true because f (b = 0, so there is no first-order ter in the Taylor series expansion around b. Assue that the function x 0 (t yields a stationary value of S, and consider the function x a (t x 0 (t + aβ(t, (6.16 where a is a nuber, and where β(t satisfies β(t 1 = β(t 2 = 0 (to keep the endpoints of the function fixed, but is otherwise arbitrary. When producing the action S[x a (t] in (6.14, the t is integrated out, so S is just a nuber. It depends on a, in addition to t 1 and 4 In soe situations, the kinetic and potential energies in L T V ay explicitly depend on tie, so we have included the t in eq. ( A saddle point is a point where there are no first-order changes in S, and where soe of the second-order changes are positive and soe are negative (like the iddle of a saddle, of course. 6 This follows fro y = gt 2 /2, but pretend that we don t know this forula.
5 6.2. THE PRINCIPLE OF STATIONARY ACTION VI-5 t 2. Our requireent is that there be no change in S at first order in a. How does S depend on a? Using the chain rule, we have a S[x a(t] = a t2 L dt = = t2 t 1 t2 t 1 L a dt ( L x a x a a + L ẋ a ẋ a a dt. (6.17 In other words, a influences S through its effect on x, and also through its effect on ẋ. Fro eq. (6.16, we have x a a = β, and ẋ a a = β, (6.18 so eq. (6.17 becoes 7 t2 ( L a S[x a(t] = β + L β dt. (6.19 t 1 x a ẋ a Now coes the one sneaky part of the proof. We will integrate the second ter by parts (you will see this trick any ties in your physics career. Using eq. (6.19 becoes ( L L d β dt = β ẋ a ẋ a dt t2 ( L a S[x a(t] = d t 1 x a dt L ẋ a L ẋ a β dt, (6.20 β dt + L t 2 β ẋ a. (6.21 t 1 But β(t 1 = β(t 2 = 0, so the last ter (the boundary ter vanishes. We now use the fact that ( / as[x a (t] ust be zero for any function β(t, because we are assuing that x 0 (t yields a stationary value. The only way this can be true is if the quantity in parentheses above (evaluated at a = 0 is identically equal to zero, that is, ( d L = L. (6.22 dt ẋ 0 x 0 The E-L equation, eq. (6.3, therefore doesn t just coe out of the blue. It is a consequence of requiring that the action be at a stationary value. We ay therefore replace F = a by the following principle. The Principle of Stationary Action: The path of a particle is the one that yields a stationary value of the action. This principle (also known as Hailton s principle is equivalent to F = a because the above theore shows that if (and only if, as you can show by working backwards we have a stationary value of S, then the E-L equations hold. And the E-L equations are equivalent to F = a (as we showed for Cartesian coordinates in Section 6.1, and as we ll prove for any coordinate syste in Section 6.4. Therefore, stationary action is equivalent to F = a. 7 Note that nowhere do we assue that x a and ẋ a are independent variables. The partial derivatives in eq. (6.18 are very uch related, in that one is the derivative of the other. The use of the chain rule in eq. (6.17 is still perfectly valid.
6 VI-6 CHAPTER 6. THE LAGRANGIAN METHOD If we have a ultidiensional setup where the Lagrangian is a function of the variables x 1 (t, x 2 (t,..., then the above principle of stationary action is still all we need. With ore than one variable, we can now vary the path by varying each coordinate (or cobinations thereof. The variation of each coordinate produces an E-L equation which, as we saw in the Cartesian case, is equivalent to an F = a equation. Given a classical echanics proble, we can solve it with F = a, or we can solve it with the E-L equations, which are a consequence of the principle of stationary action (often called the principle of least action or inial action, but see the fourth reark below. Either ethod will get the job done. But as entioned at the end of Section 6.1, it is often easier to use the latter, because it avoids the use of force which can get confusing if you have forces pointing in all sorts of coplicated directions. It just stood there and did nothing, of course, A harless and still wooden horse. But the inial action Was just a distraction; The plan involved no use of force. Let s now return to the exaple of a ball dropped fro rest, entioned above. The Lagrangian is L = T V = ẏ 2 /2 gy, so eq. (6.22 gives ÿ = g, which is siply the F = a equation (divided through by, as expected. The solution is y(t = gt 2 /2 + v 0 t + y 0, as we well know. But the initial conditions tell us that v 0 = y 0 = 0, so our solution is y(t = gt 2 /2. You are encouraged to verify explicitly that this y(t yields an action that is stationary with respect to variations of the for, say, y(t = gt 2 /2 + ɛt(t 1, which also satisfies the endpoint conditions (this is the task of Exercise There is, of course, an infinite nuber of other ways to vary y(t, but this specific result should help convince you of the general result of Theore 6.1. Note that the stationarity iplied by the Euler-Lagrange equation, eq. (6.22, is a local stateent. It gives inforation only about nearby paths. It says nothing about the global nature of how the action depends on all possible paths. If we find that a solution to eq. (6.22 happens to produce a local iniu (as opposed to a axiu or a saddle, there is no reason to conclude that it is a global iniu, although in any cases it turns out to be (see Exercise 6.32, for the case of a thrown ball. Rearks: 1. Theore 6.1 is based on the assuption that the ending tie, t 2, of the otion is given. But how do we know this final tie? Well, we don t. In the exaple of a ball thrown upward, the total tie to rise and fall back to your hand can be anything, depending on the ball s initial speed. This initial speed will show up as an integration constant when solving the E-L equations. The otion ust end soetie, and the principle of stationary action says that for whatever tie this happens to be, the physical path has a stationary action. 2. Theore 6.1 shows that we can explain the E-L equations by the principle of stationary action. This, however, siply shifts the burden of proof. We are now left with the task of justifying why we should want the action to have a stationary value. The good news is that there is a very solid reason for this. The bad news is that the reason involves quantu echanics, so we won t be able to discuss it properly here. Suffice it to say that a particle actually takes all possible paths in going fro one place to another, and each path is associated with the coplex nuber e is/ h (where h = Js is Planck s constant. These coplex nubers have absolute value 1 and are called phases. It turns out that the phases fro all possible paths ust be added up to give the aplitude of going fro one point to another. The absolute value of the aplitude ust then be squared to obtain the probability. 8 8 This is one of those rearks that is copletely useless, because it is incoprehensible to those who
7 6.2. THE PRINCIPLE OF STATIONARY ACTION VI-7 The basic point, then, is that at a non-stationary value of S, the phases fro different paths differ (greatly, because h is so sall copared with the typical size of the action for a acroscopic particle fro one another, which effectively leads to the addition of any rando vectors in the coplex plane. These end up canceling each other, yielding a su of essentially zero. There is therefore no contribution to the overall aplitude fro nonstationary values of S. Hence, we do not observe the paths associated with these S s. At a stationary value of S, however, all the phases take on essentially the sae value, thereby adding constructively instead of destructively. There is therefore a nonzero probability for the particle to take a path that yields a stationary value of S. So this is the path we observe. 3. But again, the preceding reark siply shifts the burden of proof one step further. We ust now justify why these phases e is/ h should exist, and why the Lagrangian that appears in S should equal T V. But here s where we re going to stop. 4. The principle of stationary action is soeties referred to as the principle of least action, but this is isleading. True, it is often the case that the stationary value turns out to be a iniu value, but it need not be, as we can see in the following exaple. Consider a haronic oscillator which has a Lagrangian equal to L = 1 2 ẋ2 1 2 kx2. (6.23 Let x 0 (t be a function that yields a stationary value of the action. Then we know that x 0 (t satisfies the E-L equation, ẍ 0 = kx 0. Consider a slight variation on this path, x 0(t+ξ(t, where ξ(t satisfies ξ(t 1 = ξ(t 2 = 0. With this new function, the action becoes S ξ = t2 t 1 ( ( ẋ x 0 ξ + ξ2 k (x x 0ξ + ξ 2 dt. ( The two cross-ters add up to zero, because after integrating the x 0 ξ ter by parts, their su is ẋ 0ξ t t2 2 (ẍ 0 + kx 0ξ dt. (6.25 t 1 t 1 The first ter is zero, due to the boundary conditions on ξ(t. The second ter is zero, due to the E-L equation. We ve basically just reproduced the proof of Theore 6.1 for the special case of the haronic oscillator here. The ters in eq. (6.24 involving only x 0 give the stationary value of the action (call it S 0. To deterine whether S 0 is a iniu, axiu, or saddle point, we ust look at the difference, t2 S S ξ S 0 = 1 ( 2 ξ 2 kξ 2 dt. (6.26 t 1 It is always possible to find a function ξ that akes S positive. Siply choose ξ to be sall, but ake it wiggle very fast, so that ξ is large. Therefore, it is never the case that S 0 is a axiu. Note that this reasoning works for any potential, not just a haronic oscillator, as long as it is a function of position only (that is, it contains no derivatives, as we always assue. You ight be tepted to use the sae line of reasoning to say that it is also always possible to find a function ξ that akes S negative, by aking ξ large and ξ sall. If this were true, then we could put everything together and conclude that all stationary points are saddle points, for a haronic oscillator. However, it is not always possible to ake ξ large enough and ξ sall enough so that S is negative, due to the boundary conditions ξ(t 1 = ξ(t 2 = 0. If ξ changes fro zero to a large value and then back to zero, then ξ ay also have to be large, if the tie interval is short enough. Proble 6.6 deals quantitatively with this issue. haven t seen the topic before, and trivial to those who have. My apologies. But this and the following rearks are by no eans necessary for an understanding of the aterial in this chapter. If you re interested in reading ore about these quantu echanical issues, you should take a look at Richard Feynan s book (Feynan, Feynan was, after all, the one who thought of this idea.
8 VI-8 CHAPTER 6. THE LAGRANGIAN METHOD For now, let s just recognize that in soe cases S 0 is a iniu, in soe cases it is a saddle point, and it is never a axiu. Least action is therefore a isnoer. 5. It is soeties said that nature has a purpose, in that it seeks to take the path that produces the iniu action. In view of the second reark above, this is incorrect. In fact, nature does exactly the opposite. It takes every path, treating the all on equal footing. We end up seeing only the path with a stationary action, due to the way the quantu echanical phases add. It would be a harsh requireent, indeed, to deand that nature ake a global decision (that is, to copare paths that are separated by large distances, and to choose the one with the sallest action. Instead, we see that everything takes place on a local scale. Nearby phases siply add, and everything works out autoatically. When an archer shoots an arrow through the air, the ai is ade possible by all the other arrows taking all the other nearby paths, each with essentially the sae action. Likewise, when you walk down the street with a certain destination in ind, you re not alone... When walking, I know that y ai Is caused by the ghosts with y nae. And although I can t see Where they walk next to e, I know they re all there, just the sae. 6. Consider a function, f(x, of one variable (for ease of terinology. Let f(b be a local iniu of f. There are two basic properties of this iniu. The first is that f(b is saller than all nearby values. The second is that the slope of f is zero at b. Fro the above rearks, we see that (as far as the action S is concerned the first property is copletely irrelevant, and the second one is the whole point. In other words, saddle points (and axia, although we showed above that these never exist for S are just as good as inia, as far as the constructive addition of the e is/ h phases is concerned. 7. Given that classical echanics is an approxiate theory, while quantu echanics is the (ore correct one, it is quite silly to justify the principle of stationary action by deonstrating its equivalence with F = a, as we did above. We should be doing it the other way around. However, because our intuition is based on F = a, it s easier to start with F = a as the given fact, rather than calling upon the latent quantu-echanical intuition hidden deep within all of us. Maybe soeday... At any rate, in ore advanced theories dealing with fundaental issues concerning the tiny building blocks of atter (where actions are of the sae order of agnitude as h, the approxiate F = a theory is invalid, and you have to use the Lagrangian ethod. 8. When dealing with a syste in which a non-conservative force such as friction is present, the Lagrangian ethod loses uch of its appeal. The reason for this is that non-conservative forces don t have a potential energy associated with the, so there isn t a specific V (x that you can write down in the Lagrangian. Although friction forces can in fact be incorporated in the Lagrangian ethod, you have to include the in the E-L equations essentially by hand. We won t deal with non-conservative forces in this chapter. 6.3 Forces of constraint A nice thing about the Lagrangian ethod is that we are free to ipose any given constraints at the beginning of the proble, thereby iediately reducing the nuber of variables. This is always done (perhaps without thinking whenever a particle is constrained to ove on a wire or surface, etc. Often we are concerned not with the exact nature of the forces doing the constraining, but only with the resulting otion, given that the constraints hold. By iposing the constraints at the outset, we can find the otion, but we can t say anything about the constraining forces. If we want to deterine the constraining forces, we ust take a different approach. The ain idea of the strategy, as we will show below, is that we ust not ipose the constraints
9 6.3. FORCES OF CONSTRAINT VI-9 too soon. This leaves us with a larger nuber of variables to deal with, so the calculations are ore cubersoe. But the benefit is that we are able to find the constraining forces. Consider the setup of a particle sliding off a fixed frictionless heisphere of radius R (see Fig Let s say that we are concerned only with finding the equation of otion for θ, and not the constraining force. Then we can write everything in ters of θ, because we know that the radial distance r is constrained to be R. The kinetic energy is R 2 θ 2 /2, and the potential energy (relative to the botto of the heisphere is gr cos θ, so the Lagrangian is L = 1 2 R2 θ2 gr cos θ, (6.27 R θ Figure 6.3 and the equation of otion, via eq. (6.3, is θ = (g/r sin θ, (6.28 which is equivalent to the tangential F = a stateent. Now let s say that we want to find the constraining noral force that the heisphere applies to the particle. To do this, let s solve the proble in a different way and write things in ters of both r and θ. Also (and here s the critical step, let s be really picky and say that r isn t exactly constrained to be R, because in the real world the particle actually sinks into the heisphere a little bit. This ay see a bit silly, but it s really the whole point. The particle pushes and sinks inward a tiny distance until the heisphere gets squashed enough to push back with the appropriate force to keep the particle fro sinking in any ore (just consider the heisphere to be ade of lots of little springs with very large spring constants. The particle is therefore subject to a (very steep potential arising fro the heisphere s force. The constraining potential, V (r, looks soething like the plot in Fig The true Lagrangian for the syste is thus L = 1 2 (ṙ2 + r 2 θ2 gr cos θ V (r. (6.29 V(r R r (The ṙ 2 ter in the kinetic energy will turn out to be insignificant. The equations of otion obtained fro varying θ and r are therefore Figure 6.4 r 2 θ + 2rṙ θ = gr sin θ, r = r θ 2 g cos θ V (r. (6.30 Having written down the equations of otion, we will now apply the constraint condition that r = R. This condition iplies ṙ = r = 0. (Of course, r isn t really equal to R, but any differences are inconsequential fro this point onward. The first of eqs. (6.30 then reproduces eq. (6.28, while the second yields dv dr = g cos θ R θ 2. (6.31 r=r But F N dv/dr is the constraint force applied in the r direction, which is precisely the force we are looking for. The noral force of constraint is therefore F N (θ, θ = g cos θ R θ 2. (6.32 This is equivalent to the radial F = a equation, g cos θ F N = R θ 2 (which is certainly a quicker way to find the noral force in the present proble. Note that this result is valid only if F N (θ, θ > 0. If the noral force becoes zero, then this eans that the particle has left the sphere, in which case r no longer equals R.
10 VI-10 CHAPTER 6. THE LAGRANGIAN METHOD Rearks: 1. What if we instead had (unwisely chosen Cartesian coordinates, x and y, instead of polar coordinates, r and θ? Since the distance fro the particle to the surface of the heisphere is η x 2 + y 2 R, we obtain a true Lagrangian equal to The equations of otion are (using the chain rule L = 1 2 (ẋ2 + ẏ 2 gy V (η. (6.33 ẍ = dv η dv η, and ÿ = g dη x dη y. (6.34 We now apply the constraint condition η = 0. Since dv/dη equals the constraint force F, you can show that the equations we end up with (naely, the two E-L equations and the constraint equation are ẍ = F x R, ÿ = g + F y R, and x2 + y 2 R = 0. (6.35 These three equations are sufficient to deterine the three unknowns ẍ, ÿ, and F as functions of the quantities x, ẋ, y, and ẏ. See Exercise 6.37, which should convince you that polar coordinates are the way to go. In general, the strategy is to take two tie derivatives of the constraint equation and then eliinate the second derivatives of the coordinates by using the E-L equations (this process was trivial in the polar-coordinate case. 2. You can see fro eq. (6.35 that the E-L equations end up taking the for, d dt ( L q i = L q i + F η q i, (6.36 for each coordinate q i. The quantity η is what appears in the constraint equation, η = 0. In our heisphere proble, we had η = r R in polar coordinates, and η = x 2 + y 2 R in Cartesian coordinates. The E-L equations, cobined with the η = 0 condition, give us exactly the nuber of equations (N + 1 of the, where N is the nuber of coordinates needed to deterine all of the N + 1 unknowns (all the q i, and F, in ters of the q i and q i. Writing down the equations in eq. (6.36 is basically the ethod of Lagrange ultipliers, where the Lagrange ultiplier turns out to be the force. But if you re not failiar with this ethod, no need to worry; you can derive everything fro scratch using the above technique involving the steep potential. If you do happen to be failiar with it, then there ight in fact be a need to worry about how you apply it, as the following reark explains. 3. When trying to deterine the forces of constraint, you can just start with eq. (6.36, without bothering to write down V (η. But you ust be careful to ake sure that η does indeed represent the distance the particle is fro where it should be. In polar coordinates, if soeone gives you the constraint condition as 7(r R = 0, and if you use the left-hand side of this as the η in eq. (6.36, then you will get the wrong constraint force; it will be too sall by a factor of 7. Likewise, in Cartesian coordinates, writing the constraint as y R 2 x 2 = 0 will give you the wrong force. The best way to avoid this proble is, of course, to pick one of your variables as the distance the particle is fro where it should be (up to an additive constant, as in the case of r R = Change of coordinates When L is written in ters of Cartesian coordinates x, y, z, we showed in Section 6.1 that the Euler-Lagrange equations are equivalent to Newton s F = a equations; see eq. (6.8. But what about the case where we use polar, spherical, or soe other coordinates? The equivalence of the E-L equations and F = a isn t so obvious. As far as trusting the E-L
11 6.4. CHANGE OF COORDINATES VI-11 equations for such coordinates goes, you can achieve peace of ind in two ways. You can accept the principle of stationary action as soething so beautiful and profound that it siply has to work for any choice of coordinates. Or, you can take the ore undane road and show through a change of coordinates that if the E-L equations hold for one set of coordinates (and we know that they do hold for at least one set, naely Cartesian coordinates, then they also hold for any other coordinates (of a certain for, described below. In this section, we will deonstrate the validity of the E-L equations through the explicit change of coordinates. 9 Consider the set of coordinates, x i : (x 1, x 2,..., x N. (6.37 For exaple, if N = 6, then x 1, x 2, x 3 could be the Cartesian x, y, z coordinates of one particle, and x 4, x 5, x 6 could be the r, θ, φ polar coordinates of a second particle, and so on. Assue that the E-L equations hold for these variables, that is, d dt ( L ẋ i = L x i (1 i N. (6.38 Consider a new set of variables that are functions of the x i and t, q i = q i (x 1, x 2,..., x N ; t. (6.39 We will restrict ourselves to the case where the q i do not depend on the ẋ i. (This is quite reasonable. If the coordinates depended on the velocities, then we wouldn t be able to label points in space with definite coordinates. We d have to worry about how the particles were behaving when they were at the points. These would be strange coordinates indeed. We can, in theory, invert eq. (6.39 and express the x i as functions of the q i and t, x i = x i (q 1, q 2,..., q N ; t. (6.40 Clai 6.2 If eq. (6.38 is true for the x i coordinates, and if the x i and q i are related by eq. (6.40, then eq. (6.38 is also true for the q i coordinates. That is, ( d L = L (1 N. (6.41 dt q q Proof: We have L q = N i=1 L ẋ i ẋ i q. (6.42 (Note that if the x i depended on the q i, then we would have to include the additional ter, ( L/ xi ( x i / q. But we have excluded such dependence. Let s rewrite the ẋ i / q ter. Fro eq. (6.40, we have ẋ i = N =1 x i q q + x i t. (6.43 Therefore, ẋ i q = x i q. ( This calculation is straightforward but a bit essy, so you ay want to skip this section and just settle for the beautiful and profound reasoning.
12 VI-12 CHAPTER 6. THE LAGRANGIAN METHOD Substituting this into eq. (6.42 and taking the tie derivative of both sides gives ( d L = dt q N i=1 d dt ( L ẋ i xi q + N i=1 L ẋ i ( d xi. (6.45 dt q In the second ter here, it is legal to switch the order of the total derivative, d/dt, and the partial derivative, / q. Reark: In case you have your doubts, let s prove that this switching is legal. ( d xi N ( ( xi = q k + xi dt q q k q t q k=1 ( N x i = q k + x i q q k t k=1 = ẋi q. (6.46 In the first ter on the right-hand side of eq. (6.45, we can use the given inforation in eq. (6.38 and rewrite the (d/dt( L/ ẋ i ter. We then obtain as we wanted to show. ( d L dt q = N i=1 L x i x i q + N i=1 L ẋ i ẋ i q = L q, (6.47 We have therefore deonstrated that if the Euler-Lagrange equations are true for one set of coordinates, x i (and they are true for Cartesian coordinates, then they are also true for any other set of coordinates, q i, satisfying eq. (6.39. If you re inclined to look at the principle of stationary action with distrust, thinking that it ight be a coordinate-dependent stateent, this proof should put you at ease. The Euler-Lagrange equations are valid in any coordinates. Note that the above proof did not in any way use the precise for of the Lagrangian. If L were equal to T +V, or 8T +πv 2 /T, or any other arbitrary function, our result would still be true: If eq. (6.38 is true for one set of coordinates, then it is also true for any other set of coordinates q i satisfying eq. (6.39. The point is that the only L for which the hypothesis is true at all (that is, for which eq. (6.38 holds is L T V (or any constant ultiple of this. Reark: On one hand, it is quite aazing how little we assued in proving the above clai. Any new coordinates of the very general for in eq. (6.39 satisfy the E-L equations, as long as the original coordinates do. If the E-L equations had, say, a factor of 5 on the right-hand side of eq. (6.38, then they would not hold in arbitrary coordinates. To see this, just follow the proof through with the factor of 5. On the other hand, the clai is quite believable, if you ake an analogy with a function instead of a functional. Consider the function f(z = z 2. This has a iniu at z = 0, consistent with the fact that df/dz = 0 at z = 0. But let s now write f in ters of the variable y defined by, say, z = y 4. Then f(y = y 8, and f has a iniu at y = 0, consistent with the fact that df/dy = 0 at y = 0. So f = 0 holds in both coordinates at the corresponding points y = z = 0. This is the (siplified analog of the E-L equations holding in both coordinates. In both cases, the derivative equation describes where the stationary value occurs.
13 6.5. CONSERVATION LAWS VI-13 This change-of-variables result ay be stated in a ore geoetrical (and friendly way. If you plot a function and then stretch the horizontal axis in an arbitrary anner (which is what happens when you change coordinates, then a stationary value (that is, one where the slope is zero will still be a stationary value after the stretching. 10 A picture (or even just the thought of one is worth a dozen equations, apparently. As an exaple of an equation that does not hold for all coordinates, consider the preceding exaple, but with f = 1 instead of f = 0. In ters of z, f = 1 when z = 1/2. And in ters of y, f = 1 when y = (1/8 1/7. But the points z = 1/2 and y = (1/8 1/7 are not the sae point. In other words, f = 1 is not a coordinate-independent stateent. Most equations are coordinate dependent. The special thing about f = 0 is that a stationary point is a stationary point no atter how you look at it. 6.5 Conservation Laws Cyclic coordinates Consider the case where the Lagrangian does not depend on a certain coordinate q k. Then ( d L = L L = 0 = = C, (6.48 dt q k q k q k where C is a constant, that is, independent of tie. In this case, we say that q k is a cyclic coordinate, and that L/ q k is a conserved quantity (eaning that it doesn t change with tie. If Cartesian coordinates are used, then L/ ẋ k is siply the oentu, ẋ k, because ẋ k appears only in the the kinetic energy s ẋ 2 k /2 ter (we exclude cases where the potential depends on ẋ k. We therefore call L/ q k the generalized oentu corresponding to the coordinate q k. And in cases where L/ q k does not change with tie, we call it a conserved oentu. Note that a generalized oentu need not have the units of linear oentu, as the angular-oentu exaples below show. Exaple 1: Linear oentu Consider a ball thrown through the air. In the full three diensions, the Lagrangian is L = 1 2 (ẋ2 + ẏ 2 + ż 2 gz. (6.49 There is no x or y dependence here, so both L/ ẋ = ẋ and L/ ẏ = ẏ are constant, as we well know. The fancy way of saying this is that conservation of p x ẋ arises fro spatial translation invariance in the x direction. The fact that the Lagrangian doesn t depend on x eans that it doesn t atter if you throw the ball in one spot, or in another spot a ile down the road. The setup is independent of the x value. This independence leads to conservation of p x. Exaple 2: Angular and linear oentu in cylindrical coordinates Consider a potential that depends only on the distance to the z axis. In cylindrical coordinates, the Lagrangian is L = 1 2 (ṙ2 + r 2 θ2 + ż 2 V (r. ( There is, however, one exception. A stationary point in one coordinate syste ight be located at a kink in another coordinate syste, so that f is not defined there. For exaple, if we had instead defined y by z = y 1/4, then f(y = y 1/2, which has an undefined slope at y = 0. Basically, we ve stretched (or shrunk the horizontal axis by a factor of infinity at the origin, and this is a process that can change a zero slope into an undefined one. But let s not worry about this.
14 VI-14 CHAPTER 6. THE LAGRANGIAN METHOD There is no z dependence here, so L/ ż = ż is constant. Also, there is no θ dependence, so L/ θ = r 2 θ is constant. Since r θ is the speed in the tangential direction around the z axis, we see that our conserved quantity, r(r θ, is the angular oentu (discussed in Chapters 7-9 around the z axis. In the sae anner as in the preceding exaple, conservation of angular oentu around the z axis arises fro rotation invariance around the z axis. Exaple 3: Angular oentu in spherical coordinates In spherical coordinates, consider a potential that depends only on r and θ. Our convention for spherical coordinates is that θ is the angle down fro the north pole, and φ is the angle around the equator. The Lagrangian is L = 1 2 (ṙ2 + r 2 θ2 + r 2 sin 2 θ φ 2 V (r, θ. (6.51 There is no φ dependence here, so L/ φ = r 2 sin 2 θ φ is constant. Since r sin θ is the distance fro the z axis, and since r sin θ φ is the speed in the tangential direction around the z axis, we see that our conserved quantity, (r sin θ(r sin θ φ, is the angular oentu around the z axis Energy conservation We will now derive another conservation law, naely conservation of energy. The conservation of oentu or angular oentu above arose when the Lagrangian was independent of x, y, z, θ, or φ. Conservation of energy arises when the Lagrangian is independent of tie. This conservation law is different fro those in the above oenta exaples, because t is not a coordinate which the stationary-action principle can be applied to. You can iagine varying the coordinates x, θ, etc., which are functions of t. But it akes no sense to vary t. Therefore, we re going to have to prove this conservation law in a different way. Consider the quantity, ( N L E = q i L. (6.52 q i i=1 E turns out (usually to be the energy. We ll show this below. The otivation for this expression for E coes fro the theory of Legendre transfors, but we won t get into that here. We ll just accept the definition in eq. (6.52 and prove a very useful fact about it. Clai 6.3 If L has no explicit tie dependence (that is, if L/ t = 0, then E is conserved (that is, de/dt = 0, assuing that the otion obeys the E-L equations (which it does. Note that there is one partial derivative and one total derivative in this stateent. Proof: L is a function of the q i, the q i, and possibly t. Making copious use of the chain rule, we have ( de = d N L q i dl dt dt q i dt = i=1 N (( d L dt q i i=1 q i + L q i q i ( N i=1 ( L q i + L q i + L. (6.53 q i q i t There are five ters here. The second cancels with the fourth. And the first (after using the E-L equation, eq. (6.3, to rewrite it cancels with the third. We therefore arrive at the siple result, de dt = L t. (6.54
15 6.6. NOETHER S THEOREM VI-15 In the event that L/ t = 0 (that is, there are no t s sitting on the paper when you write down L, which is usually the case in the situations we consider (because we generally won t deal with potentials that depend on tie, we have de/dt = 0. Not too any things are constant with respect to tie, and the quantity E has units of energy, so it s a good bet that it s the energy. Let s show this in Cartesian coordinates (however, see the reark below. The Lagrangian is L = 1 2 (ẋ2 + ẏ 2 + ż 2 V (x, y, z, (6.55 so eq. (6.52 gives E = 1 2 (ẋ2 + ẏ 2 + ż 2 + V (x, y, z, (6.56 which is the total energy. The effect of the operations in eq. (6.52 in ost cases is just to switch the sign in front of the potential. Of course, taking the kinetic energy T and subtracting the potential energy V to obtain L, and then using eq. (6.52 to produce E = T + V, sees like a rather convoluted way of arriving at T + V. But the point of all this is that we used the E-L equations to prove that E is conserved. Although we know very well fro the F = a ethods in Chapter 5 that the su T + V is conserved, it s not fair to assue that it is conserved in our new Lagrangian foralis. We have to show that this follows fro the E-L equations. As with the translation and rotation invariance we observed in the exaples in Section 6.5.1, we see that energy conservation arises fro tie translation invariance. If the Lagrangian has no explicit t dependence, then the setup looks the sae today as it did yesterday. This fact leads to conservation of energy. Reark: The quantity E in eq. (6.52 gives the energy of the syste only if the entire syste is represented by the Lagrangian. That is, the Lagrangian ust represent a closed syste with no external forces. If the syste is not closed, then Clai 6.3 (or ore generally, eq. (6.54 is still perfectly valid for the E defined in eq. (6.52, but this E ay siply not be the energy of the syste. Proble 6.8 is a good exaple of such a situation. Another exaple is the following. Iagine a long rod in the horizontal x-y plane. The rod points in the x direction, and a bead is free to slide frictionlessly along it. At t = 0, an external achine is arranged to accelerate the rod in the negative y direction (that is, transverse to itself with acceleration g. So ẏ = gt. There is no internal potential energy in this syste, so the Lagrangian is just the kinetic energy, L = ẋ 2 /2 + (gt 2 /2. Eq. (6.52 therefore gives E = ẋ 2 /2 (gt 2 /2, which isn t the energy. But eq. (6.54 is still true, because de dt = L t ẋẍ g 2 t = g 2 t ẍ = 0, (6.57 which is correct. However, this setup is exactly the sae as projectile otion in the x-y plane, where y is now the vertical axis, provided that we eliinate the rod and consider gravity instead of the achine to be causing the acceleration in the y direction. But if we are thinking in ters of gravity, then the noral thing to do is to say that the particle oves under the influence of the potential V (y = gy. The Lagrangian for this closed syste (bead plus earth is L = (ẋ 2 + ẏ 2 /2 gy, and so eq. (6.52 gives E = (ẋ 2 + ẏ 2 /2 + gy, which is indeed the energy of the particle. But having said all this, ost of the systes we ll deal with are closed, so you can usually ignore this reark and assue that the E in eq. (6.52 gives the energy. 6.6 Noether s Theore We now present one of the ost beautiful and useful theores in physics. It deals with two fundaental concepts, naely syetry and conserved quantities. The theore (due
16 VI-16 CHAPTER 6. THE LAGRANGIAN METHOD to Ey Noether ay be stated as follows. Theore 6.4 (Noether s Theore For each syetry of the Lagrangian, there is a conserved quantity. By syetry, we ean that if the coordinates are changed by soe sall quantities, then the Lagrangian has no first-order change in these quantities. By conserved quantity, we ean a quantity that does not change with tie. The result in Section for cyclic coordinates is a special case of this theore. Proof: Let the Lagrangian be invariant, to first order in the sall nuber ɛ, under the change of coordinates, q i q i + ɛk i (q. (6.58 Each K i (q ay be a function of all the q i, which we collectively denote by the shorthand, q. Reark: As an exaple of what these K i s ight look like, consider the Lagrangian, L = (/2(5ẋ 2 2ẋẏ + 2ẏ 2 + C(2x y. We ve just pulled this out of a hat, although it happens to be the type of L that arises in Atwood s achine probles; see Proble 6.9 and Exercise This L is invariant under the transforation x x + ɛ and y y + 2ɛ, because the derivative ters are unaffected, and the difference 2x y is unchanged. (It s actually invariant to all orders in ɛ, and not just first order. But this isn t necessary for the theore to hold. Therefore, K x = 1 and K y = 2. In the probles we ll be doing, the K i s can generally be deterined by siply looking at the potential ter. Of course, soeone else ight coe along with K x = 3 and K y = 6, which is also a syetry. And indeed, any factor can be taken out of ɛ and put into the K i s without changing the quantity ɛk i(q in eq. (6.58. Any such odification will just bring an overall constant factor (and hence not change the property of being conserved into the conserved quantity in eq. (6.61 below. It is therefore irrelevant. The fact that the Lagrangian does not change at first order in ɛ eans that 0 = dl = ( L q i dɛ q i i ɛ + L q i q i ɛ = ( L K i + L K i. (6.59 q i i q i Using the E-L equation, eq. (6.3, we can rewrite this as 0 = ( ( d L K i + L K i dt q i i q i ( = d L K i. (6.60 dt q i i Therefore, the quantity P (q, q i L q i K i (q (6.61 does not change with tie. It is given the generic nae of conserved oentu. But it need not have the units of linear oentu. As Noether ost keenly observed (And for which uch acclai is deserved,
17 6.6. NOETHER S THEOREM VI-17 It s easy to see That for each syetry, A quantity ust be conserved. Exaple 1: Consider the Lagrangian in the above reark, L = (/2(5ẋ 2 2ẋẏ + 2ẏ 2 + C(2x y. We saw that K x = 1 and K y = 2. The conserved oentu is therefore P (x, y, ẋ, ẏ = L ẋ K x + L ẏ K y = (5ẋ ẏ(1 + ( ẋ + 2ẏ(2 = (3ẋ + 3ẏ. (6.62 The overall factor of 3 isn t iportant. Exaple 2: Consider a thrown ball. We have L = (/2(ẋ 2 + ẏ 2 + ż 2 gz. This is invariant under translations in x, that is, x x + ɛ; and also under translations in y, that is, y y + ɛ. (Both x and y are cyclic coordinates. We need invariance only to first order in ɛ for Noether s theore to hold, but this L is invariant to all orders. We therefore have two syetries in our Lagrangian. The first has K x = 1, K y = 0, and K z = 0. The second has K x = 0, K y = 1, and K z = 0. Of course, the nonzero K i s here can be chosen to be any constants, but we ay as well pick the to be 1. The two conserved oenta are P 1 (x, y, z, ẋ, ẏ, ż = L ẋ K x + L ẏ K y + L ż K z P 2(x, y, z, ẋ, ẏ, ż = L ẋ Kx + L ẏ = ẋ, L Ky + Kz = ẏ. (6.63 ż These are siply the x and y coponents of the linear oentu, as we saw in Exaple 1 in Section Note that any cobination of these oenta, say 3P 1 + 8P 2, is also conserved. (In other words, x x + 3ɛ, y y + 8ɛ, z z is a syetry of the Lagrangian. But the above P 1 and P 2 are the siplest conserved oenta to choose as a basis for the infinite nuber of conserved oenta (which is how any you have, if there are two or ore independent continuous syetries. Exaple 3: Consider a ass on a spring, with relaxed length zero, in the x-y plane. The Lagrangian, L = (/2(ẋ 2 +ẏ 2 (k/2(x 2 +y 2, is invariant under the change of coordinates, x x + ɛy and y y ɛx, to first order in ɛ (as you can check. So we have K x = y and K y = x. The conserved oentu is therefore P (x, y, ẋ, ẏ = L L Kx + Ky = (ẋy ẏx. (6.64 ẋ ẏ This is the (negative of the z coponent of the angular oentu. The angular oentu is conserved here because the potential, V (x, y x 2 + y 2 = r 2, depends only on the distance fro the origin. We ll discuss such potentials in Chapter 7. In contrast with the first two exaples above, the x x + ɛy, y y ɛx transforation isn t so obvious here. How did we get this? Well, unfortunately there doesn t see to be any fail-proof ethod of deterining the K i s in general, so soeties you just have to guess around, as was the case here. But in any probles, the K i s are siple constants which are easy to see. Rearks: 1. As we saw above, in soe cases the K i s are functions of the coordinates, and in soe cases they are not.
18 VI-18 CHAPTER 6. THE LAGRANGIAN METHOD 2. The cyclic-coordinate result in eq. (6.48 is a special case of Noether s theore, for the following reason. If L doesn t depend on a certain coordinate q k, then q k q k + ɛ is certainly a syetry. Hence K k = 1 (with all the other K i s equal to zero, and eq. (6.61 reduces to eq. ( We use the word syetry to describe the situation where the transforation in eq. (6.58 produces no first-order change in the Lagrangian. This is an appropriate choice of word, because the Lagrangian describes the syste, and if the syste essentially doesn t change when the coordinates are changed, then we say that the syste is syetric. For exaple, if we have a setup that doesn t depend on θ, then we say that the setup is syetric under rotations. Rotate the syste however you want, and it looks the sae. The two ost coon applications of Noether s theore are the conservation of angular oentu, which arises fro syetry under rotations; and conservation of linear oentu, which arises fro syetry under translations. 4. In siple systes, as in Exaple 2 above, it is clear why the resulting P is conserved. But in ore coplicated systes, as in Exaple 1 above, the resulting P ight not have an obvious interpretation. But at least you know that it is conserved, and this will invariably help in understanding a setup. 5. Although conserved quantities are extreely useful in studying a physical situation, it should be stressed that there is no ore inforation contained in the than there is in the E-L equations. Conserved quantities are siply the result of integrating the E-L equations. For exaple, if you write down the E-L equations for Exaple 1 above, and then add the x equation (which is 5ẍ ÿ = 2C to twice the y equation (which is ẍ + 2ÿ = C, then you arrive at 3(ẍ + ÿ = 0. In other words, 3(ẋ + ẏ is constant, as we found fro Noether s theore. Of course, you ight have to do soe guesswork to find the proper cobination of the E-L equations that gives a zero on the right-hand side. But you d have to do soe guesswork anyway, to find the syetry for Noether s theore. At any rate, a conserved quantity is useful because it is an integrated for of the E-L equations. It puts you one step closer to solving the proble, copared with where you would be if you started with the second-order E-L equations. 6. Does every syste have a conserved oentu? Certainly not. The one-diensional proble of a falling ball ( z = g doesn t have one. And if you write down an arbitrary potential in 3-D, odds are that there won t be one. In a sense, things have to contrive nicely for there to be a conserved oentu. In soe probles, you can just look at the physical syste and see what the syetry is, but in others (for exaple, in the Atwood s-achine probles for this chapter, the syetry is not at all obvious. 7. By conserved quantity, we ean a quantity that depends on (at ost the coordinates and their first derivatives (that is, not on their second derivatives. If we don t ake this restriction, then it is trivial to construct quantities that are independent of tie. For exaple, in Exaple 1 above, the x E-L equation (which is 5ẍ ÿ = 2C tells us that 5ẍ ÿ has its tie derivative equal to zero. Note that an equivalent way of excluding these trivial cases is to say that the value of a conserved quantity depends on the initial conditions (that is, the velocities and positions. The quantity 5ẍ ÿ doesn t satisfy this criterion, because its value is always constrained to be 2C. 6.7 Sall oscillations In any physical systes, a particle undergoes sall oscillations around an equilibriu point. In Section 5.2, we showed that the frequency of these sall oscillations is ω = V (x 0, (6.65
19 6.7. SMALL OSCILLATIONS VI-19 where V (x is the potential energy, and x 0 is the equilibriu point. However, this result holds only for one-diensional otion (we ll see below why this is true. In ore coplicated systes, such as the one described below, it is necessary to use another procedure to obtain the frequency ω. This procedure is a fail-proof one, applicable in all situations. It is, however, a bit ore involved than siply writing down eq. (6.65. So in one-diensional probles, eq. (6.65 is still what you want to use. We ll deonstrate our fail-proof ethod through the following proble. r Proble: A ass is free to slide on a frictionless table and is connected by a string, which passes through a hole in the table, to a ass M which hangs below (see Fig Assue that M oves in a vertical line only, and assue that the string always reains taut. (a Find the equations of otion for the variables r and θ shown in the figure. (b Under what condition does undergo circular otion? (c What is the frequency of sall oscillations (in the variable r about this circular otion? Solution: (a Let the string have length l (this length won t atter. Then the Lagrangian (we ll call it L here, to save L for the angular oentu, which arises below is l-r θ M Figure 6.5 L = 1 2 Mṙ (ṙ2 + r 2 θ2 + Mg(l r. (6.66 For the purposes of the potential energy, we ve taken the table to be at height zero, but any other value could be chosen. The E-L equations of otion obtained fro varying θ and r are d dt (r2 θ = 0, (M + r = r θ 2 Mg. (6.67 The first equation says that angular oentu is conserved. The second equation says that the Mg gravitational force accounts for the acceleration of the two asses along the direction of the string, plus the centripetal acceleration of. (b The first of eqs. (6.67 says that r 2 θ = L, where L is soe constant (the angular oentu which depends on the initial conditions. Plugging θ = L/r 2 into the second of eqs. (6.67 gives (M + r = L2 Mg. (6.68 r3 Circular otion occurs when ṙ = r = 0. Therefore, the radius of the circular orbit is given by r 3 0 = Since L = r 2 θ, eq. (6.69 is equivalent to L2 Mg. (6.69 r 0 θ2 = Mg, (6.70 which can also be obtained by letting r = 0 in the second of eqs. (6.67. In other words, the gravitational force on M exactly accounts for the centripetal acceleration of if the otion is circular. Given r 0, eq. (6.70 deterines what θ ust be in order to have circular otion, and vice versa. (c To find the frequency of sall oscillations about the circular otion, we need to look at what happens to r if we perturb it slightly fro its equilibriu value of r 0. Our fail-proof procedure is the following.
20 VI-20 CHAPTER 6. THE LAGRANGIAN METHOD Let r(t r 0 + δ(t, where δ(t is very sall (ore precisely, δ(t r 0, and expand eq. (6.68 to first order in δ(t. Using 1 r 1 3 (r 0 + δ 1 3 r r2 0 δ = 1 r0 3(1 + 3δ/r 0 1 ( 1 3δ, (6.71 r0 3 r 0 we obtain ( (M + δ L2 r δ Mg. (6.72 r 0 The ters not involving δ on the right-hand side cancel, by the definition of r 0 given in eq. (6.69. This cancellation always occurs in such a proble at this stage, due to the definition of the equilibriu point. We are therefore left with ( 3L δ 2 + (M + r0 4 δ 0. (6.73 This is a good old siple-haronic-oscillator equation in the variable δ. Therefore, the frequency of sall oscillations about a circle of radius r 0 is 3L ω 2 3M g =, (6.74 (M + r0 4 M + r 0 where we have used eq. (6.69 to eliinate L in the second expression. To su up, the above frequency is the frequency of sall oscillations in the variable r. In other words, if you have nearly circular otion, and if you plot r as a function of tie (and ignore what θ is doing, then you will get a nice sinusoidal graph whose frequency is given by eq. (6.74. Note that this frequency need not have anything to do with the other relevant frequency in this proble, naely the frequency of the circular otion, which is M/ g/r 0, fro eq. (6.70. Rearks: Let s look at soe liits. For a given r 0, if M, then ω 3Mg/r 0 0. This akes sense, because everything is oving very slowly. This frequency equals 3 ties the frequency of circular otion, naely Mg/r 0, which isn t at all obvious. For a given r 0, if M, then ω 3g/r 0, which isn t so obvious, either. The frequency of sall oscillations is equal to the frequency of circular otion if M = 2, which, once again, isn t obvious. This condition is independent of r 0. The above procedure for finding the frequency of sall oscillations can be sued up in three steps: (1 Find the equations of otion, (2 Find the equilibriu point, and (3 Let x(t x 0 + δ(t, where x 0 is the equilibriu point of the relevant variable, and expand one of the equations of otion (or a cobination of the to first order in δ, to obtain a siple-haronic-oscillator equation for δ. If the equilibriu point happens to be at x = 0 (which is often the case, then everything is greatly siplified. There is no need to introduce δ, and the expansion in the third step above siply entails ignoring powers of x that are higher than first order. Reark: If you just use the potential energy for the above proble (which is Mgr, up to a constant in eq. (6.65, then you will obtain a frequency of zero, which is incorrect. You can use eq. (6.65 to find the frequency, if you instead use the effective potential for this proble, naely L 2 /(2r 2 + Mgr, and if you use the total ass, M +, as the ass in eq. (6.65, as you can check. The reason why this works will becoe clear in Chapter 7 when we introduce the effective potential. In any probles, however, it isn t obvious what the appropriate odified potential is that should be used, or what ass goes in eq. (6.65. So it s generally uch safer to take a deep breath and go through an expansion siilar to the one in part (c of the exaple above.
21 6.8. OTHER APPLICATIONS VI-21 The one-diensional result in eq. (6.65 is, of course, a special case of our above expansion procedure. We can repeat the derivation of Section 5.2 in the present language. In one diension, the E-L equation of otion is ẍ = V (x. Let x 0 be the equilibriu point, so V (x 0 = 0. And let x(t x 0 + δ(t. Expanding ẍ = V (x to first order in δ, we have δ = V (x 0 V (x 0 δ, plus higher-order ters. Since V (x 0 = 0, we have δ V (x 0 δ, as desired. 6.8 Other applications The foralis developed in Section 6.2 works for any function L(x, ẋ, t. If our goal is to find the stationary points of S L, then eq. (6.15 holds, no atter what L is. There is no need for L to be equal to T V, or indeed, to have anything to do with physics. And t need not have anything to do with tie. All that is required is that the quantity x depend on the paraeter t, and that L depend only on x, ẋ, and t (and not, for exaple, on ẍ; see Exercise The foralis is very general and powerful, as the following exaple deonstrates. Exaple (Minial surface of revolution: A surface of revolution has two given rings as its boundary; see Fig What should the shape of the surface be so that it has the iniu possible area? We will present three solutions. A fourth is left for Proble First solution: Let the surface be generated by rotating the curve y = y(x around the x axis. The boundary conditions are y(a 1 = c 1 and y(a 2 = c 2 ; see Fig Slicing the surface up into vertical rings, we see that the area is given by A = a2 a 1 2πy 1 + y 2 dx. (6.75 Our goal is to find the function y(x that iniizes this integral. We therefore have exactly the sae situation as in Section 6.2, except that x is now the paraeter (instead of t, and y in now the function (instead of x. Our Lagrangian is thus L y 1 + y 2. To iniize the integral A, we siply have to write down the E-L equation, d dx ( L y = L y, (6.76 and calculate the derivatives. This calculation however, gets a bit tedious, so I ve relegated it to Lea 6.5 at the end of this section. For now we ll just use the result in eq. (6.86 which gives (with f(y = y here 1 + y 2 = By 2. (6.77 At this point we can cleverly guess (otivated by the fact that 1 + sinh 2 z = cosh 2 z that the solution is y(x = 1 cosh b(x + d, (6.78 b where b = B, and d is a constant of integration. Or, we can separate variables to obtain (again with b = B dy dx = (by2 1, (6.79 a Figure 6.6 y(x c 2 c 1 a 1 2 Figure 6.7 and then use the fact that the integral of 1/ z 2 1 is cosh 1 z, to obtain the sae result. The answer to our proble, therefore, is that y(x takes the for of eq. (6.78, with b and d deterined by the boundary conditions, c 1 = 1 b cosh b(a 1 + d, and c 2 = 1 b cosh b(a 2 + d. (6.80
22 VI-22 CHAPTER 6. THE LAGRANGIAN METHOD In the syetrical case where c 1 = c 2, we know that the iniu occurs in the iddle, so we ay choose d = 0 and a 1 = a 2. Solutions for b and d exist only for certain ranges of the a s and c s. Basically, if a 2 a 1 is too large, then there is no solution. In this case, the inial surface turns out to be the two given circles, attached by a line (which isn t a nice two-diensional surface. If you perfor an experient with soap bubbles (which want to iniize their area, and if you pull the rings too far apart, then the surface will break and disappear as it tries to for the two circles. Proble 6.23 deals with this issue. Second solution: Consider the curve that we rotate around the x axis to be described now by the function x(y. That is, let x be a function of y. The area is then given by A = c2 c 1 2πy 1 + x 2 dy, (6.81 where x dx/dy. Note that the function x(y ay be double-valued, so it ay not really be a function. But it looks like a function locally, and all of our foralis deals with local variations. Our Lagrangian is now L y 1 + x 2, and the E-L equation is ( ( d L = L d yx = = 0. (6.82 dy x x dy 1 + x 2 The nice thing about this solution is the 0 on the right-hand side, which arises fro the fact that L doesn t depend on x (that is, x is a cyclic coordinate. Therefore, yx / 1 + x 2 is constant. If we define this constant to be 1/b, then we can solve for x and then separate variables to obtain dy dx = (by2 1, (6.83 in agreeent with eq. (6.79. The solution proceeds as above. Third solution: The Lagrangian in the first solution above, L y 1 + y 2, is independent of x. Therefore, in analogy with conservation of energy (which arises fro a Lagrangian that is independent of t, the quantity E y L y L = y 2 y 1 + y 2 y 1 + y 2 = y 1 + y 2 (6.84 is constant (that is, independent of x. This stateent is equivalent to eq. (6.77, and the solution proceeds as above. As deonstrated by the brevity of the second and third solutions here, it is highly advantageous to ake use of conserved quantities whenever you can. Let us now prove the following lea, which we invoked in the first solution above. This lea is very useful, because it is coon to encounter probles where the quantity to be extreized depends on the arclength, 1 + y 2, and takes the for of f(y 1 + y 2 dx. We will give two proofs. The first proof uses the Euler-Lagrange equation. The calculation gets a bit essy, so it s a good idea to work through it once and for all and then just invoke the result whenever needed. This derivation isn t soething you d want to repeat too often. The second proof akes use of a conserved quantity. And in contrast with the first proof, this ethod is exceedingly clean and siple. It actually is soething you d want to repeat quite often. But we ll still do it once and for all.
23 6.8. OTHER APPLICATIONS VI-23 Lea 6.5 Let f(y be a given function of y. Then the function y(x that extreizes the integral, x2 x 1 f(y 1 + y 2 dx, (6.85 satisfies the differential equation, where B is a constant of integration y 2 = Bf(y 2, (6.86 First Proof: Our goal is to find the function y(x that extreizes the integral in eq. (6.85. We therefore have exactly the sae situation as in Section 6.2, except with x in place of t, and y in place of x. Our Lagrangian is thus L = f(y 1 + y 2, and the Euler-Lagrange equation is d dx ( L y = L y = ( d f y dx 1 = f 1 + y 2, ( y 2 where f df/dy. We ust now perfor soe straightforward (albeit tedious differentiations. Using the product rule on the three factors on the left-hand side, and aking copious use of the chain rule, we obtain f y 2 + fy fy 2 y 1 + y y 2 (1 + y 2 = f 1 + y 2. (6.88 3/2 Multiplying through by (1 + y 2 3/2 and siplifying gives fy = f (1 + y 2. (6.89 We have copleted the first step of the proof, naely producing the Euler-Lagrange differential equation. We ust now integrate it. Eq. (6.89 happens to be integrable for arbitrary functions f(y. If we ultiply through by y and rearrange, we obtain y y 1 + y 2 = f y f. (6.90 Taking the dx integral of both sides gives (1/2 ln(1+y 2 = ln(f+c, where C is a constant of integration. Exponentiation then gives (with B e 2C 1 + y 2 = Bf(y 2, (6.91 as we wanted to show. In an actual proble, we would solve this equation for y, and then separate variables and integrate. But we would need to be given a specific function f(y to be able to do this. Second Proof: Our Lagrangian, L = f(y 1 + y 2, is independent of x. Therefore, in analogy with the conserved energy given in eq. (6.52, the quantity E y L y L = f(y 1 + y 2 ( The constant B and also one other constant of integration (arising when eq. (6.86 is integrated to obtain y are deterined by the boundary conditions on y(x; see, for exaple, eq. (6.80. This situation, where the two constants are deterined by the values of the function at two points, is slightly different fro the situation in the physics probles we ve done where the two constants are deterined by the value (that is, the initial position and the slope (that is, the speed at just one point. But either way, two given facts ust be used.
24 VI-24 CHAPTER 6. THE LAGRANGIAN METHOD is independent of x. Call it 1/ B. Then we have easily reproduced eq. (6.91. For practice, you can also prove this lea by considering x to be a function of y, as we did in the second solution in the inial-surface exaple above.
25 6.9. PROBLEMS VI Probles Section 6.1: The Euler-Lagrange equations 6.1. Moving plane ** A block of ass is held otionless on a frictionless plane of ass M and angle of inclination θ (see Fig The plane rests on a frictionless horizontal surface. The block is released. What is the horizontal acceleration of the plane? (This proble already showed up as Proble 3.8. If you haven t already done so, try solving it using F = a. You will then have a greater appreciation for the Lagrangian ethod Two falling sticks ** Two assless sticks of length 2r, each with a ass fixed at its iddle, are hinged at an end. One stands on top of the other, as shown in Fig The botto end of the lower stick is hinged at the ground. They are held such that the lower stick is vertical, and the upper one is tilted at a sall angle ɛ with respect to the vertical. They are then released. At this instant, what are the angular accelerations of the two sticks? Work in the approxiation where ɛ is very sall Pendulu with an oscillating support ** A pendulu consists of a ass and a assless stick of length l. The pendulu support oscillates horizontally with a position given by x(t = A cos(ωt; see Fig What is the general solution for the angle of the pendulu as a function of tie? 6.4. Two asses, one swinging *** Two equal asses, connected by a assless string, hang over two pulleys (of negligible size, as shown in Fig The left one oves in a vertical line, but the right one is free to swing back and forth in the plane of the asses and pulleys. Find the equations of otion for r and θ, as shown. Assue that the left ass starts at rest, and the right ass undergoes sall oscillations with angular aplitude ɛ (with ɛ 1. What is the initial average acceleration (averaged over a few periods of the left ass? In which direction does it ove? 6.5. Inverted pendulu **** A pendulu consists of a ass at the end of a assless stick of length l. The other end of the stick is ade to oscillate vertically with a position given by y(t = A cos(ωt, where A l. See Fig It turns out that if ω is large enough, and if the pendulu is initially nearly upside-down, then surprisingly it will not fall over as tie goes by. Instead, it will (sort of oscillate back and forth around the vertical position. If you want to do the experient yourself, see the 28th deonstration of the entertaining collection in (Ehrlich, Find the equation of otion for the angle of the pendulu (easured relative to its upside-down position. Explain why the pendulu doesn t fall over, and find the frequency of the back and forth otion. Section 6.2: The principle of stationary action 6.6. Miniu or saddle ** (a In eq. (6.26, let t 1 = 0 and t 2 = T, for convenience. And let ξ(t be an easy-todeal-with triangular function, of the for { ɛt/t, 0 t T/2, ξ(t = (6.93 ɛ(1 t/t, T/2 t T. M θ Figure 6.8 ε r r Figure 6.9 l Figure 6.10 Figure 6.11 l Figure 6.12 θ r
26 VI-26 CHAPTER 6. THE LAGRANGIAN METHOD Under what condition is the haronic-oscillator S in eq. (6.26 negative? (b Answer the sae question, but now with ξ(t = ɛ sin(πt/t. Section 6.3: Forces of constraint 6.7. Noral force fro a plane ** A ass slides down a frictionless plane that is inclined at an angle θ. Show, using the ethod in Section 6.3, that the noral force fro the plane is the failiar g cos θ. Section 6.5: Conservation Laws 6.8. Bead on a stick * A stick is pivoted at the origin and is arranged to swing around in a horizontal plane at constant angular speed ω. A bead of ass slides frictionlessly along the stick. Let r be the radial position of the bead. Find the conserved quantity E given in eq. (6.52. Explain why this quantity is not the energy of the bead. x y 4 3 Figure 6.13 R M Figure 6.14 ω R θ Figure 6.15 Section 6.6: Noether s Theore 6.9. Atwood s achine ** Consider the Atwood s achine shown in Fig The asses are 4, 3, and. Let x and y be the heights of the left and right asses, relative to their initial positions. Find the conserved oentu. Section 6.7: Sall oscillations Hoop and pulley ** A ass M is attached to a assless hoop (of radius R which lies in a vertical plane. The hoop is free to rotate about its fixed center. M is tied to a string which winds part way around the hoop, then rises vertically up and over a assless pulley. A ass hangs on the other end of the string (see Fig Find the equation of otion for the angle of rotation of the hoop. What is the frequency of sall oscillations? Assue that oves only vertically, and assue M > Bead on a rotating hoop ** A bead is free to slide along a frictionless hoop of radius R. The hoop rotates with constant angular speed ω around a vertical diaeter (see Fig Find the equation of otion for the angle θ shown. What are the equilibriu positions? What is the frequency of sall oscillations about the stable equilibriu? There is one value of ω that is rather special; what is it, and why is it special? Another bead on a rotating hoop ** A bead is free to slide along a frictionless hoop of radius r. The plane of the hoop is horizontal, and the center of the hoop travels in a horizontal circle of radius R, with constant angular speed ω, about a given point (see Fig Find the equation of otion for the angle θ shown. Also, find the frequency of sall oscillations about the equilibriu point. ω R θ r Mass on a wheel ** A ass is fixed to a given point on the ri of a wheel of radius R that rolls without slipping on the ground. The wheel is assless, except for a ass M located at its center. Find the equation of otion for the angle through which the wheel rolls. For the case where the wheel undergoes sall oscillations, find the frequency. (top view Figure 6.16
27 6.9. PROBLEMS VI-27 M Pendulu with a free support ** A ass M is free to slide along a frictionless rail. A pendulu of length l and ass hangs fro M (see Fig Find the equations of otion. For sall oscillations, find the noral odes and their frequencies Pendulu support on an inclined plane ** A ass M is free to slide down a frictionless plane inclined at an angle β. A pendulu of length l and ass hangs fro M; see Fig (assue that M extends a short distance beyond the side of the plane, so the pendulu can hang down. Find the equations of otion. For sall oscillations, find the noral odes and their frequencies Tilting plane *** A ass M is fixed at the right-angled vertex where a assless rod of length l is attached to a very long assless rod (see Fig A ass is free to ove frictionlessly along the long rod (assue that it can pass through M. The rod of length l is hinged at a support, and the whole syste is free to rotate, in the plane of the rods, about the support. Let θ be the angle of rotation of the syste, and let x be the distance between and M. Find the equations of otion. Find the noral odes when θ and x are both very sall Rotating curve *** The curve y(x = b(x/a λ is rotated around the y axis with constant frequency ω (see Fig A bead oves frictionlessly along the curve. Find the frequency of sall oscillations about the equilibriu point. Under what conditions do oscillations exist? (This proble gets a little essy Motion in a cone *** A particle slides on the inside surface of a frictionless cone. The cone is fixed with its tip on the ground and its axis vertical. The half-angle at the tip is α (see Fig Let r be the distance fro the particle to the axis, and let θ be the angle around the cone. Find the equations of otion. If the particle oves in a circle of radius r 0, what is the frequency, ω, of this otion? If the particle is then perturbed slightly fro this circular otion, what is the frequency, Ω, of the oscillations about the radius r 0? Under what conditions does Ω = ω? l Figure 6.17 M l β Figure 6.18 θ l x M Figure 6.19 y ω b a Figure 6.20 x Double pendulu **** Consider a double pendulu ade of two asses, 1 and 2, and two rods of lengths l 1 and l 2 (see Fig Find the equations of otion. For sall oscillations, find the noral odes and their frequencies for the special case l 1 = l 2 (and consider the cases 1 = 2, 1 2, and 1 2. Do the sae for the special case 1 = 2 (and consider the cases l 1 = l 2, l 1 l 2, and l 1 l 2. Section 6.8: Other applications α Figure 6.21 r Shortest distance in a plane * In the spirit of Section 6.8, show that the shortest path between two points in a plane is a straight line. 1 l 1 2 l 2 Figure 6.22
28 VI-28 CHAPTER 6. THE LAGRANGIAN METHOD Figure 6.23 x 1 x 2 Figure 6.24 r 2l Figure 6.25 y Figure 6.26 r x Index of refraction ** Assue that the speed of light in a given slab of aterial is proportional to the height above the base of the slab. 12 Show that light oves in circular arcs in this aterial; see Fig You ay assue that light takes the path of least tie between two points (Ferat s principle of least tie Minial surface ** Derive the shape of the inial surface discussed in Section 6.8, by deanding that a cross-sectional ring (that is, the region between the planes x = x 1 and x = x 2 is in equilibriu; see Fig Hint: The tension ust be constant throughout the surface (assuing that we re ignoring gravity, which we are Existence of a inial surface ** Consider the inial surface fro Section 6.8, and look at the special case where the two rings have the sae radius r (see Fig Let 2l be the distance between the rings. What is the largest value of l/r for which a inial surface exists? You will need to solve soething nuerically here The brachistochrone *** A bead is released fro rest at the origin and slides down a frictionless wire that connects the origin to a given point, as shown in Fig You wish to shape the wire so that the bead reaches the endpoint in the shortest possible tie. Let the desired curve be described by the function y(x, with downward taken to be positive. Show that y(x satisfies 1 + y 2 = B y. (6.94 where B is a constant. Then show that x and y ay be written as x = a(θ sin θ, y = a(1 cos θ. (6.95 This is the paraetrization of a cycloid, which is the path taken by a point on the ri of a rolling wheel. 12 If you want to ake the equivalent stateent in ters of the aterial s index of refraction, coonly denoted by n, then you can say: As a function of the height y, the index n is given by n(y = y 0 /y, where y 0 is soe length that is larger than the height of the slab. This is equivalent to the original stateent because the speed of light in a aterial equals c/n.
29 6.10. EXERCISES VI Exercises Section 6.1: The Euler-Lagrange equations Spring on a T ** A rigid T consists of a long rod glued perpendicularly to another rod of length l that is pivoted at the origin. The T rotates around in a horizontal plane with constant frequency ω. A ass is free to slide along the long rod and is connected to the intersection of the rods by a spring with spring constant k and relaxed length zero (see Fig Find r(t, where r is the position of the ass along the long rod. There is a special value of ω; what is it, and why is it special? ω l k (top view Spring on a T, with gravity *** Consider the setup in the previous exercise, but now let the T swing around in a vertical plane with constant frequency ω. Find r(t. There is a special value of ω; what is it, and why is it special? (You ay assue ω < k/ Coffee cup and ass ** A coffee cup of ass M is connected to a ass by a string. The coffee cup hangs over a frictionless pulley of negligible size, and the ass is initially held with the string horizontal, as shown in Fig The ass is then released. Find the equations of otion for r (the length of string between and the pulley and θ (the angle that the string to akes with the horizontal. Assue that soehow doesn t run into the string holding the cup up. The coffee cup will initially fall, but it turns out that it will reach a lowest point and then rise back up. Write a progra (see Section 1.4 that nuerically deterines the ratio of the r at this lowest point to the r at the start, for a given value of /M. (To check your progra, a value of /M = 1/10 yields a ratio of about Figure 6.27 r M Figure 6.28 ε Three falling sticks *** Three assless sticks of length 2r, each with a ass fixed at its iddle, are hinged at their ends, as shown in Fig The botto end of the lower stick is hinged at the ground. They are held such that the lower two sticks are vertical, and the upper one is tilted at a sall angle ɛ with respect to the vertical. They are then released. At this instant, what are the angular accelerations of the three sticks? Work in the approxiation where ɛ is very sall. (You ay want to look at Proble 6.2 first. r r Cycloidal pendulu **** The standard pendulu frequency of g/l holds only for sall oscillations. The frequency becoes saller as the aplitude grows. It turns out that if you want to build a pendulu whose frequency is independent of the aplitude, you should hang it fro the cusp of a cycloid of a certain size, as shown in Fig As the string wraps partially around the cycloid, the effect is to decrease the length of string in the air, which in turn increases the frequency back up to a constant value. In ore detail: A cycloid is the path taken by a point on the ri of a rolling wheel. The upside-down cycloid in Fig can be paraeterized by (x, y = R(θ sin θ, 1 + cos θ, where θ = 0 corresponds to the cusp. Consider a pendulu of length 4R hanging fro the cusp, and let α be the angle the string akes with the vertical, as shown. Figure 6.29 α Figure 6.30 (a In ters of α, find the value of the paraeter θ associated with the point where the string leaves the cycloid.
30 VI-30 CHAPTER 6. THE LAGRANGIAN METHOD (b In ters of α, find the length of string touching the cycloid. (c In ters of α, find the Lagrangian. (d Show that the quantity sin α undergoes siple haronic otion with frequency g/4r, independent of the aplitude. (e In place of parts (c and (d, solve the proble again by using F = a. This actually gives a uch quicker solution. Section 6.2: The principle of stationary action Dropped ball * Consider the action, fro t = 0 to t = 1, of a ball dropped fro rest. Fro the E-L equation (or fro F = a, we know that y(t = gt 2 /2 yields a stationary value of the action. Show explicitly that the particular function y(t = gt 2 /2 + ɛt(t 1 yields an action that has no first-order dependence on ɛ Explicit iniization * For a ball thrown upward, guess a solution for y of the for y(t = a 2 t 2 + a 1 t + a 0. Assuing that y(0 = y(t = 0, this quickly becoes y(t = a 2 (t 2 T t. Calculate the action between t = 0 and t = T, and show that it is iniized when a 2 = g/ Always a iniu * For a ball thrown up in the air, show that the stationary value of the action is always a global iniu Second-order change * Let x a (t x 0 (t+aβ(t. Eq. (6.19 gives the first derivative of the action with respect to a. Show that the second derivative is d 2 da 2 S[x a(t] = t2 t 1 ( 2 L x 2 β L x ẋ β β + 2 L ẋ β 2 2 dt. ( ẍ dependence * Assue that there is ẍ dependence (in addition to x,ẋ,t dependence in the Lagrangian in Theore 6.1. There will then be the additional ter ( L/ ẍ a β in eq. (6.19. It is tepting to integrate this ter by parts twice, and then arrive at a odified for of eq. (6.22: L d ( ( L + d2 L x 0 dt ẋ 0 dt 2 = 0. (6.97 ẍ 0 Is this a valid result? If not, where is the error in the reasoning? Section 6.3: Forces of constraint Constraint on a circle * A bead of ass slides with speed v around a horizontal hoop of radius R. What force does the hoop apply to the bead? (Ignore gravity. 1 2 Figure Atwood s achine * Consider the standard Atwood s achine in Fig. 6.31, with asses 1 and 2. Find the tension in the string.
31 6.10. EXERCISES VI Cartesian coordinates ** In eq. (6.35, take two tie derivatives of the x 2 + y 2 R = 0 equation to obtain R 2 (xẍ + yÿ + (xẏ yẋ 2 = 0, (6.98 and then cobine this with the other two equations to solve for F in ters of x, y, ẋ, ẏ. Convert the result to polar coordinates (with θ easured fro the vertical and show that it agrees with eq. ( Constraint on a curve *** Let the horizontal plane be the x-y plane. A bead of ass slides with speed v along a curve described by the function y = f(x. What force does the curve apply to the bead? (Ignore gravity. Section 6.5: Conservation Laws Bead on stick, using F = a * After doing Proble 6.8, show again that the quantity E is conserved, but now use F = a. Do this in two ways: (a Use the first of eqs. (3.51. Hint: ultiply through by ṙ. (b Use the second of eqs. (3.51 to calculate the work done on the bead, and use the work-energy theore. Section 6.6: Noether s Theore Atwood s achine ** Consider the Atwood s achine shown in Fig The asses are 4, 5, and 3. Let x and y be the heights of the right two asses, relative to their initial positions. Use Noether s theore to find the conserved oentu. (The solution to Proble 6.9 gives soe other ethods, too. Section 6.7: Sall oscillations Spring and a wheel * The top of a wheel of ass M and radius R is connected to a spring (at its equilibriu length with spring constant k, as shown in Fig Assue that all the ass of the wheel is at its center. If the wheel rolls without slipping, what is the frequency of (sall oscillations? Spring on a spoke ** A spring with spring constant k and relaxed length zero lies along a spoke of a assless wheel of radius R. One end of the spring is attached to the center, and the other end is attached to a ass that is free to slide along the spoke. When the syste is in its equilibriu position with the spring hanging vertically, how far (in ters of R should the ass hang down (you are free to adjust k so that for sall oscillations, the frequency of the spring oscillations equals the frequency of the rocking otion of the wheel? Assue that the wheel rolls without slipping. 4 x y 5 3 Figure 6.32 k M Figure Oscillating hoop ** Two equal asses are glued to a assless hoop of radius R that is free to rotate about its center in a vertical plane. The angle between the asses is 2θ, as shown in Fig Find the frequency of sall oscillations. R θ θ Figure 6.34
32 VI-32 CHAPTER 6. THE LAGRANGIAN METHOD R R Figure Oscillating hoop with a pendulu *** A assless hoop of radius R is free to rotate about its center in a vertical plane. A ass is attached at one point, and a pendulu of length 2R (and also of ass is attached at another point 90 away, as shown in Fig Let θ be the angle of the hoop relative to the position shown, and let α be the angle of the pendulu with respect to the vertical. Find the noral odes for sall oscillations Mass sliding on a ri ** A ass is free to slide frictionlessly along the ri of a wheel of radius R that rolls without slipping on the ground. The wheel is assless, except for a ass M located at its center. Find the noral odes for sall oscillations Mass sliding on a ri, with a spring *** Consider the setup in the previous exercise, but now let the ass be attached to a spring with spring constant k and relaxed length zero, the other end of which is attached to a point on the ri. Assue that the spring is constrained to run along the ri, and assue that the ass can pass freely over the point where the spring is attached to the ri. To keep things fro getting too essy here, you can set M =. θ r ω R (side view Figure 6.36 (a Find the frequencies of the noral odes for sall oscillations. Check the g = 0 liit, and (if you ve done the previous exercise the k = 0 liit. (b For the special case where g/r = k/, show that the frequencies can be written as k/( 5 ± 1/2. This nuerical factor is the golden ratio (and its inverse. Describe what the noral odes look like Vertically rotating hoop *** A bead is free to slide along a frictionless hoop of radius r. The plane of the hoop is vertical, and the center of the hoop travels in a vertical circle of radius R, with constant angular speed ω, about a given point (see Fig Find the equation of otion for the angle θ shown. For large ω (which iplies sall θ, find the aplitude of the particular solution with frequency ω. What happens if r = R?
33 6.11. SOLUTIONS VI Solutions 6.1. Moving plane Let x 1 be the horizontal coordinate of the plane (with positive x 1 to the left, and let x 2 be the horizontal coordinate of the block (with positive x 2 to the right; see Fig The relative horizontal distance between the plane and the block is x 1 + x 2, so the height fallen by the block is (x 1 + x 2 tan θ. The Lagrangian is therefore L = 1 2 Mẋ (ẋ (ẋ 1 + ẋ 2 2 tan 2 θ + g(x 1 + x 2 tan θ. (6.99 x x 1 M 2 θ Figure 6.37 The equations of otion obtained fro varying x 1 and x 2 are Mẍ 1 + (ẍ 1 + ẍ 2 tan 2 θ = g tan θ, ẍ 2 + (ẍ 1 + ẍ 2 tan 2 θ = g tan θ. (6.100 Note that the difference of these two equations iediately yields conservation of oentu, Mẍ 1 ẍ 2 = 0 = (d/dt(mẋ 1 ẋ 2 = 0. Eqs. (6.100 are two linear equations in the two unknowns, ẍ 1 and ẍ 2, so we can solve for ẍ 1. After a little siplification, we arrive at ẍ 1 = g sin θ cos θ M + sin 2 θ. (6.101 For soe liiting cases, see the rearks in the solution to Proble Two falling sticks Let θ 1 (t and θ 2 (t be defined as in Fig Then the position of the botto ass in Cartesian coordinates is (r sin θ 1, r cos θ 1, and the position of the top ass is (2r sin θ 1 r sin θ 2, 2r cos θ 1 + r cos θ 2. So the potential energy of the syste is V (θ 1, θ 2 = gr(3 cos θ 1 + cos θ 2. (6.102 The kinetic energy is soewhat ore coplicated. The kinetic energy of the botto ass is siply r 2 θ2 1 /2. Taking the derivative of the top ass s position given above, we find that the kinetic energy of the top ass is ( 1 2 r2 (2 cos θ 1 θ1 cos θ 2 θ2 2 + ( 2 sin θ 1 θ1 sin θ 2 θ2. 2 (6.103 We can siplify this, using the sall-angle approxiations. The ters involving sin θ are fourth order in the sall θ s, so we can neglect the. Also, we can approxiate cos θ by 1, because this entails dropping only ters of at least fourth order. So the top ass s kinetic energy becoes (1/2r 2 (2 θ 1 θ 2 2. In retrospect, it would have been easier to obtain the kinetic energies of the asses by first applying the sall-angle approxiations to the positions, and then taking the derivatives to obtain the velocities. This strategy shows that both asses ove essentially horizontally (initially. You will probably want to use this strategy when solving Exercise Using the sall-angle approxiation cos θ 1 θ 2 /2 to rewrite the potential energy in eq. (6.102, we have L 1 ( (5 2 r2 θ θ 1 θ2 + θ 2 2 gr θ θ2 2. (6.104 θ 1 θ Figure The equations of otion obtained fro varying θ 1 and θ 2 are, respectively, 5 θ 1 2 θ 2 = 3g r θ 1 2 θ 1 + θ 2 = g r θ 2. (6.105 At the instant the sticks are released, we have θ 1 = 0 and θ 2 = ɛ. Solving eq. (6.105 for θ 1 and θ 2 gives θ 1 = 2gɛ r, and θ2 = 5gɛ r. (6.106
34 x(t VI-34 CHAPTER 6. THE LAGRANGIAN METHOD θ l Figure Pendulu with an oscillating support Let θ be defined as in Fig With x(t = A cos(ωt, the position of the ass is given by (X, Y = (x + l sin θ, l cos θ. (6.107 Taking the derivative to obtain the velocity, we find that the square of the speed is V 2 = Ẋ2 + Ẏ 2 = l 2 θ2 + ẋ 2 + 2lẋ θ cos θ, (6.108 which also follows fro applying the law of cosines to the horizontal ẋ and tangential l θ parts of the velocity vector. The Lagrangian is therefore The equation of otion for θ is L = 1 2 (l2 θ2 + ẋ 2 + 2lẋ θ cos θ + gl cos θ. (6.109 d dt (l2 θ + lẋ cos θ = lẋ θ sin θ gl sin θ = l θ + ẍ cos θ = g sin θ. (6.110 Plugging in the explicit for of x(t, we have l θ Aω 2 cos(ωt cos θ + g sin θ = 0. (6.111 In retrospect, this akes sense. Soeone in the reference frae of the support, which has horizontal acceleration ẍ = Aω 2 cos(ωt, ay as well be living in a world where the acceleration fro gravity has a coponent g downward and a coponent Aω 2 cos(ωt to the right. Eq. (6.125 is just the F = a equation in the tangential direction in this accelerating world. A sall-angle approxiation in eq. (6.111 gives θ + ω 2 0θ = aω 2 cos(ωt, (6.112 where ω 0 g/l and a A/l. This equation is siply the equation for a driven oscillator, which we solved in Chapter 4. The solution is θ(t = where C and φ are deterined by the initial conditions. ω 2 0 aω2 cos(ωt + C cos(ω0t + φ, (6.113 ω2 If ω happens to equal ω 0, then it appears that the aplitude goes to infinity. However, as soon as the aplitude becoes large, our sall-angle approxiation breaks down, and eqs. (6.112 and (6.113 are no longer valid Two asses, one swinging The Lagrangian is L = 1 2 ṙ (ṙ2 + r 2 θ2 gr + gr cos θ. (6.114 The last two ters are the (negatives of the potentials of each ass, relative to where they would be if the right ass were located at the right pulley. The equations of otion obtained fro varying r and θ are 2 r = r θ 2 g(1 cos θ, d dt (r2 θ = gr sin θ. (6.115 The first equation deals with the forces and accelerations along the direction of the string. The second equation equates the torque fro gravity with the change in angular oentu
35 6.11. SOLUTIONS VI-35 of the right ass. If we do a (coarse sall-angle approxiation and keep only ters up to first order in θ, we find that at t = 0 (using the initial condition, ṙ = 0, eq. (6.115 becoes r = 0, θ + g θ = 0. (6.116 r These equations say that the left ass stays still, and the right ass behaves just like a pendulu. If we want to find the leading ter in the initial acceleration of the left ass (that is, the leading ter in r, we need to be a little less coarse in our approxiation. So let s keep ters in eq. (6.115 up to second order in θ. We then have at t = 0 (using the initial condition, ṙ = 0 2 r = r θ gθ2, θ + g θ = 0. (6.117 r The second equation still says that the right ass undergoes haronic otion. We are told that the aplitude is ɛ, so we have θ(t = ɛ cos(ωt + φ, (6.118 where ω = g/r. Plugging this into the first equation gives ( 2 r = ɛ 2 g sin 2 (ωt + φ 1 2 cos2 (ωt + φ. (6.119 If we average this over a few periods, both sin 2 α and cos 2 α average to 1/2, so we find r avg = ɛ2 g 8. (6.120 This is a sall second-order effect. It is positive, so the left ass slowly begins to clib Inverted pendulu Let θ be defined as in Fig With y(t = A cos(ωt, the position of the ass is given by (X, Y = (l sin θ, y + l cos θ. (6.121 Taking the derivative to obtain the velocity, we find that the square of the speed is l θ y(t Figure 6.40 V 2 = Ẋ2 + Ẏ 2 = l 2 θ2 + ẏ 2 2lẏ θ sin θ, (6.122 which also follows fro applying the law of cosines to the vertical ẏ and tangential l θ parts of the velocity vector. The Lagrangian is therefore The equation of otion for θ is ( d L dt θ = L θ L = 1 2 (l2 θ2 + ẏ 2 2lẏ θ sin θ g(y + l cos θ. (6.123 = l θ ÿ sin θ = g sin θ. (6.124 Plugging in the explicit for of y(t, we have ( l θ + sin θ Aω 2 cos(ωt g = 0. (6.125 In retrospect, this akes sense. Soeone in the reference frae of the support, which has vertical acceleration ÿ = Aω 2 cos(ωt, ay as well be living in a world where the acceleration
36 VI-36 CHAPTER 6. THE LAGRANGIAN METHOD theta θ tt theta θ tt Figure 6.41 θ theta Figure t t θ theta t t fro gravity is g Aω 2 cos(ωt downward. Eq. (6.125 is just the F = a equation in the tangential direction in this accelerating world. Assuing θ is sall, we ay set sin θ θ, which gives ( θ + θ aω 2 cos(ωt ω0 2 = 0, (6.126 where ω 0 g/l, and a A/l. Eq. (6.126 cannot be solved exactly, but we can still get a good idea of how θ depends on tie. We can do this both nuerically and (approxiately analytically. Fig shows how θ depends on tie for paraeters with values l = 1, A = 0.1, and g = 10 /s 2. So a = 0.1, and ω0 2 = 10 s 2. We produced these plots nuerically using eq. (6.126, with the initial conditions of θ(0 = 0.1 and θ(0 = 0. In the first plot, ω = 10 s 1. And in the second plot, ω = 100 s 1. The stick falls over in first case, but it undergoes oscillatory otion in the second case. Apparently, if ω is large enough the stick won t fall over. Let s now explain this phenoenon analytically. At first glance, it s rather surprising that the stick stays up. It sees like the average (over a few periods of the ω oscillations of the tangential acceleration in eq. (6.126, naely θ(aω 2 cos(ωt ω0, 2 equals the positive quantity θω0, 2 because the cos(ωt ter averages to zero (or so it appears. So you ight think that there is a net force aking θ increase, causing the stick fall over. The fallacy in this reasoning is that the average of the aω 2 θ cos(ωt ter is not zero, because θ undergoes tiny oscillations with frequency ω, as seen in the second plot in Fig Both of these plots have a = 0.005, ω0 2 = 10 s 2, and ω = 1000 s 1 (we ll work with sall a and large ω fro now on; ore on this below. The second plot is a zooed-in version of the first one near t = 0. The iportant point here is that the tiny oscillations in θ shown in the second plot are correlated with cos(ωt. It turns out that the θ value at the t where cos(ωt = 1 is larger than the θ value at the t where cos(ωt = 1. So there is a net negative contribution to the aω 2 θ cos(ωt part of the acceleration. And it ay indeed be large enough to keep the pendulu up, as we will now show.
37 6.11. SOLUTIONS VI-37 To get a handle on the aω 2 θ cos(ωt ter, let s work in the approxiation where ω is large and a A/l is sall. More precisely, we will assue a 1 and aω 2 ω 2 0, for reasons we will explain below. Look at one of the little oscillations in the second plot in Fig These oscillations have frequency ω, because they are due to the support oving up and down. When the support oves up, θ increases; and when the support oves down, θ decreases. Since the average position of the pendulu doesn t change uch over one of these sall periods, we can look for an approxiate solution to eq. (6.126 of the for θ(t C + b cos(ωt, (6.127 where b C. C will change over tie, but on the scale of 1/ω it is essentially constant, if a A/l is sall enough. Plugging this guess for θ into eq. (6.126, and using a 1 and aω 2 ω0, 2 we find bω 2 cos(ωt + Caω 2 cos(ωt = 0, to leading order. 13 So we ust have b = ac. Our approxiate solution for θ is therefore Let s now deterine how C gradually changes with tie. acceleration of θ, over a period T = 2π/ω, is θ C ( 1 + a cos(ωt. (6.128 ( θ = θ aω 2 cos(ωt ω0 2 ( ( C 1 + a cos(ωt aω 2 cos(ωt ω0 2 ( = C a 2 ω 2 cos 2 (ωt ω0 2 ( a 2 ω 2 = C ω0 2 2 Fro eq. (6.126, the average CΩ 2, (6.129 where Ω = a 2 ω 2 2 g l. (6.130 But if we take two derivatives of eq. (6.127, we see that θ siply equals C. Equating this value of θ with the one in eq. (6.129 gives C(t + Ω 2 C(t 0. (6.131 This equation describes nice siple-haronic otion. Therefore, C oscillates sinusoidally with the frequency Ω given in eq. ( This is the overall back and forth otion seen in the first plot in Fig Note that we ust have aω > 2ω 0 if this frequency is to be real so that the pendulu stays up. Since we have assued a 1, we see that a 2 ω 2 > 2ω0 2 iplies aω 2 ω0, 2 which is consistent with our initial assuption above. If aω ω 0, then eq. (6.130 gives Ω aω/ 2. This is the case if we change the setup and just have the pendulu lie flat on a horizontal table where the acceleration fro gravity is zero. In this liit where g is irrelevant, diensional analysis iplies that the frequency of the C oscillations ust be a ultiple of ω, because ω is the only quantity in the proble with units of frequency. It just so happens that the ultiple is a/ The reasons for the a 1 and aω 2 ω0 2 qualifications are the following. If aω2 ω0 2, then the aω 2 cos(ωt ter doinates the ω0 2 ter in eq. ( The one exception to this is when cos(ωt 0, but this occurs for a negligibly sall aount of tie if aω 2 ω0 2. If a 1, then we can legally ignore the C ter when eq. (6.127 is substituted into eq. ( This is true because we will find below in eq. (6.129 that our assuptions lead to C being roughly proportional to Ca 2 ω 2. Since the other ters in eq. (6.126 are proportional to Caω 2, we need a 1 in order for the C ter to be negligible. In short, a 1 is the condition under which C varies slowly on the tie scale of 1/ω.
38 VI-38 CHAPTER 6. THE LAGRANGIAN METHOD As a double check that we haven t essed up soewhere, the Ω value resulting fro the paraeters in Fig (naely a = 0.005, ω 2 0 = 10 s 2, and ω = 1000 s 1 is Ω = 25/2 10 = 1.58 s 1. This corresponds to a period of 2π/Ω 3.97 s. And indeed, fro the first plot in the figure, the period looks to be about 4 s (or aybe a hair less. For ore on the inverted pendulu, see (Butikov, Miniu or saddle (a For the given ξ(t, the integrand in eq. (6.26 is syetric around the idpoint, so we obtain T /2 ( ( ɛ 2 ( ɛt 2 S = k dt = ɛ2 T T 2T kɛ2 T 24. ( This is negative if T > 12/k 2 3/ω. Since the period of the oscillation is τ 2π/ω, we see that T ust be greater than ( 3/πτ in order for S to be negative, assuing that we are using the given triangular function for ξ. (b With ξ(t = ɛ sin(πt/t, the integrand in eq. (6.26 becoes S = 1 ( T ( 2 ( ɛπ 2 2 T cos(πt/t k ɛ sin(πt/t dt. 0 = ɛ2 π 2 4T kɛ2 T 4, (6.133 where we have used the fact that the average value of sin 2 θ and cos 2 θ over half of a period is 1/2 (or you can just do the integrals. This result for S is negative if T > π /k π/ω = τ/2, where τ is the period. Reark: It turns out that the ξ(t sin(πt/t function gives the best chance of aking S negative. You can show this by invoking a theore fro Fourier analysis that says that any function satisfying ξ(0 = ξ(t = 0 can be written as the su ξ(t = 1 c n sin(nπt/t, where the c n are nuerical coefficients. When this su is plugged into eq. (6.26, you can show that all the cross ters (ters involving two different values of n integrate to zero. Using the fact that the average value of sin 2 θ and cos 2 θ is 1/2, the rest of the integral yields ( S = 1 c 2 π 2 n 2 n kt. ( T 1 In order to obtain the sallest value of T that can ake this su negative, we want only the n = 1 ter to exist. We then have ξ(t = c 1 sin(πt/t, and eq. (6.134 reduces to eq. (6.133, as it should. As entioned in Reark 4 in Section 6.2, it is always possible to ake S positive by picking a ξ(t function that is sall but wiggles very fast. Therefore, we see that for a haronic oscillator, if T > τ/2, then the stationary value of S is a saddle point (soe ξ s ake S positive, and soe ake it negative, but if T < τ/2, then the stationary value of S is a iniu (all ξ s ake S positive. In the latter case, the point is that T is sall enough so that there is no way for ξ to get large, without aking ξ large also Noral force fro a plane First solution: The ost convenient coordinates in this proble are w and z, where w is the distance upward along the plane, and z is the distance perpendicularly away fro it. The Lagrangian is then 1 2 (ẇ2 + ż 2 g(w sin θ + z cos θ V (z, (6.135 where V (z is the (very steep constraining potential. The two equations of otion are ẅ = g sin θ, z = g cos θ dv dz. (6.136
39 6.11. SOLUTIONS VI-39 At this point we invoke the constraint z = 0. So z = 0, and the second equation gives F c V (0 = g cos θ, (6.137 y as desired. We also obtain the usual result, ẅ = g sin θ. Second solution: We can also solve this proble by using the horizontal and vertical coordinates, x and y. We ll choose (x, y = (0, 0 to be at the top of the plane; see Fig The (very steep constraining potential is V (z, where z x sin θ + y cos θ is the distance fro the ass to the plane (as you can verify. The Lagrangian is then L = 1 2 (ẋ2 + ẏ 2 gy V (z (6.138 Keeping in ind that z x sin θ + y cos θ, the two equations of otion are (using the chain rule ẍ = dv z dz ÿ = g dv dz x = V (z sin θ, z y = g V (z cos θ. (6.139 At this point we invoke the constraint condition z = 0 = x = y cot θ. This condition, along with the two E-L equations, allows us to solve for the three unknowns, ẍ, ÿ, and V (0. Using ẍ = ÿ cot θ in eq. (6.139, we find ẍ = g cos θ sin θ, ÿ = g sin 2 θ, F c V (0 = g cos θ. (6.140 The first two results here are siply the horizontal and vertical coponents of the acceleration along the plane, which is g sin θ Bead on a stick There is no potential energy here, so the Lagrangian consists of just the kinetic energy, T, which coes fro the radial and tangential otions: x Figure 6.43 θ L = T = 1 2 ṙ r2 ω 2. (6.141 Eq. (6.52 therefore gives E = 1 2 ṙ2 1 2 r2 ω 2. (6.142 Clai 6.3 says that this quantity is conserved, because L/ t = 0. But it is not the energy of the bead, due to the inus sign in the second ter. The point here is that in order to keep the stick rotating at a constant angular speed, there ust be an external force acting on it. This force in turn causes work to be done on the bead, thereby increasing its kinetic energy. The kinetic energy T is therefore not conserved. Fro eqs. (6.141 and (6.142, we see that E = T r 2 ω 2 is the quantity that is constant in tie. See Exercise 6.39 for soe F = a ways to show that the quantity E in eq. (6.142 is conserved Atwood s achine First solution: If the left ass goes up by x and the right ass goes up by y, then conservation of string says that the iddle ass ust go down by x + y. Therefore, the Lagrangian of the syste is L = 1 2 (4ẋ (3( ẋ ẏ2 + 1 ( 2 ẏ2 (4gx + (3g( x y + gy = 7 2 ẋ2 + 3ẋẏ + 2ẏ 2 g(x 2y. (6.143
40 VI-40 CHAPTER 6. THE LAGRANGIAN METHOD This is invariant under the transforation x x + 2ɛ and y y + ɛ. Hence, we can use Noether s theore, with K x = 2 and K y = 1. The conserved oentu is then P = L ẋ K x + L ẏ K y = (7ẋ + 3ẏ(2 + (3ẋ + 4ẏ(1 = (17ẋ + 10ẏ. (6.144 This P is constant. In particular, if the syste starts at rest, then ẋ always equals (10/17ẏ. Second solution: The Euler-Lagrange equations are, fro eq. (6.143, 7ẍ + 3ÿ = g, 3ẍ + 4ÿ = 2g. (6.145 Adding the second equation to twice the first gives ( d 17ẍ + 10ÿ = 0 = 17ẋ + 10ẏ = 0. (6.146 dt Third solution: We can also solve this proble using F = a. Since the tension T is the sae throughout the rope, we see that the three F = dp/dt equations are 2T 4g = dp 4 dt, 2T 3g = dp 3 dt, 2T g = dp dt. (6.147 The three forces depend on only two paraeters, so there ust be soe cobination of the that adds up to zero. If we set a(2t 4g + b(2t 3g + c(2t g = 0, then we have a + b + c = 0 and 4a + 3b + c = 0, which is satisfied by a = 2, b = 3, and c = 1. Therefore, 0 = d dt (2P 4 3P 3 + P = d ( 2(4ẋ 3(3( ẋ ẏ + ẏ dt θ R M Figure 6.44 = d (17ẋ + 10ẏ. (6.148 dt Hoop and pulley Let the radius to M ake an angle θ with the vertical (see Fig Then the coordinates of M relative to the center of the hoop are R(sin θ, cos θ. The height of, relative to its position when M is at the botto of the hoop, is y = Rθ. The Lagrangian is therefore (and yes, we ve chosen a different y = 0 reference point for each ass, but such a definition only changes the potential by a constant aount, which is irrelevant L = 1 2 (M + R2 θ2 + MgR cos θ + grθ. (6.149 The equation of otion is then (M + R θ = g( M sin θ. (6.150 This is just F = a along the direction of the string (because Mg sin θ is the tangential coponent of the gravitational force on M. Equilibriu occurs when θ = θ = 0. Fro eq. (6.150, we see that this happens at sin θ 0 = /M. Letting θ θ 0 + δ, and expanding eq. (6.150 to first order in δ, gives ( Mg cos θ0 δ + δ = 0. (6.151 (M + R The frequency of sall oscillations is therefore ( M cos θ 0 g M 1/4 g ω = M + R = M + R, (6.152
41 6.11. SOLUTIONS VI-41 where we have used cos θ 0 = 1 sin θ0 2. Rearks: If M, then θ 0 0, and ω g/r. This akes sense, because can be ignored, so M essentially oscillates around the botto of the hoop, just like a pendulu of length R. If M is only slightly greater than, then θ 0 π/2, and ω 0. This also akes sense, because if θ π/2, then the restoring force g( M sin θ doesn t change uch as θ changes (the derivative of sin θ is zero at θ = π/2, so it s as if we have a pendulu in a very weak gravitational field. We can actually derive the frequency in eq. (6.152 without doing any calculations. Look at M at the equilibriu position. The tangential forces on it cancel, and the radially inward force fro the hoop ust be Mg cos θ 0 to balance the radial outward coponent of the gravitational force. Therefore, for all the ass M knows, it is sitting at the botto of a hoop of radius R in a world where gravity has strength g = g cos θ 0. The general forula for the frequency of a pendulu (as you can quickly show is ω = F /M R, where F is the gravitational force (which is Mg here, and M is the total ass being accelerated (which is M + here. This gives the ω in eq. ( Bead on a rotating hoop Breaking the velocity up into the coponent along the hoop plus the coponent perpendicular to the hoop, we find The equation of otion is then L = 1 2 (ω2 R 2 sin 2 θ + R 2 θ2 + gr cos θ. (6.153 R θ = sin θ(ω 2 R cos θ g. (6.154 The F = a interpretation of this is that the coponent of gravity pulling downward along the hoop accounts for the acceleration along the hoop plus the coponent of the centripetal acceleration along the hoop. Equilibriu occurs when θ = θ = 0. The right-hand side of eq. (6.154 equals zero when either sin θ = 0 (that is, θ = 0 or θ = π or cos θ = g/(ω 2 R. Since cos θ ust be less than or equal to 1, this second condition is possible only if ω 2 g/r. So we have two cases: If ω 2 < g/r, then θ = 0 and θ = π are the only equilibriu points. The θ = π case is unstable. This is fairly intuitive, but it can also be seen atheatically by letting θ π + δ, where δ is sall. Eq. (6.154 then becoes δ δ(ω 2 + g/r = 0. (6.155 The coefficient of δ is negative, so δ undergoes exponential instead of oscillatory otion. The θ = 0 case turns out to be stable. For sall θ, eq. (6.154 becoes θ + θ(g/r ω 2 = 0. (6.156 The coefficient of θ is positive, so we have sinusoidal solutions. The frequency of sall oscillations is g/r ω 2. This goes to zero as ω g/r. If ω 2 g/r, then θ = 0, θ = π, and cos θ 0 g/(ω 2 R are all equilibriu points. The θ = π case is again unstable, by looking at eq. ( And the θ = 0 case is also unstable, because the coefficient of θ in eq. (6.156 is now negative (or zero, if ω 2 = g/r. Therefore, cos θ 0 g/(ω 2 R is the only stable equilibriu. To find the frequency of sall oscillations, let θ θ 0 + δ in eq. (6.154, and expand to first order in δ. Using cos θ 0 g/(ω 2 R, we find δ + ω 2 sin 2 θ 0 δ = 0. (6.157 The frequency of sall oscillations is therefore ω sin θ 0 = ω 2 g 2 /ω 2 R 2. The frequency ω = g/r is the critical frequency above which there is a stable equilibriu at θ 0, that is, above which the ass wants to ove away fro the botto of the hoop.
42 (top view ωt R Figure 6.45 R M θ Figure 6.46 θ r VI-42 CHAPTER 6. THE LAGRANGIAN METHOD Reark: This frequency of sall oscillations goes to zero as ω g/r. And it approxiately equals ω as ω. This second liit can be viewed in the following way. For very large ω, gravity isn t iportant, and the bead feels a centripetal force (the noral force fro the hoop essentially equal to ω 2 R as it oves near θ = π/2. So for all the bead knows, it is a pendulu of length R in a world where gravity pulls sideways with a force ω 2 R g (outward, so that it is approxiately canceled by the inward-pointing noral force, just as the downward gravitational force is approxiately canceled by the upward tension in a regular pendulu. The frequency of such a pendulu is g /R = ω 2 R/R = ω Another bead on a rotating hoop With the angles ωt and θ defined as in Fig. 6.45, the Cartesian coordinates for the bead are ( (x, y = R cos ωt + r cos(ωt + θ, R sin ωt + r sin(ωt + θ. (6.158 The velocity is then ( (x, y = ωr sin ωt r(ω + θ sin(ωt + θ, ωr cos ωt + r(ω + θ cos(ωt + θ. (6.159 The square of the speed is therefore v 2 = R 2 ω 2 + r 2 (ω + θ 2 ( +2Rrω(ω + θ sin ωt sin(ωt + θ + cos ωt cos(ωt + θ = R 2 ω 2 + r 2 (ω + θ 2 + 2Rrω(ω + θ cos θ. (6.160 This speed can also be obtained by using the law of cosines to add the velocity of the center of the hoop to the velocity of the bead with respect to the center (as you can show. There is no potential energy, so the Lagrangian is siply L = v 2 /2. The equation of otion is then, as you can show, r θ + Rω 2 sin θ = 0. (6.161 Equilibriu occurs when θ = θ = 0, so eq. (6.161 tells us that the equilibriu is located at θ = 0, which akes intuitive sense. (Another solution is θ = π, but that s an unstable equilibriu. A sall-angle approxiation in eq. (6.161 gives θ + (R/rω 2 θ = 0, so the frequency of sall oscillations is Ω = ω R/r. Rearks: If R r, then Ω 0. This akes sense, because the frictionless hoop is essentially not oving. If R = r, then Ω = ω. If R r, then Ω is very large. In this case, we can doublecheck the Ω = ω R/r result in the following way. In the accelerating frae of the hoop, the bead feels a centrifugal force (discussed in Chapter 10 of (R + rω 2. For all the bead knows, it is in a gravitational field with strength g (R + rω 2. So the bead (which acts like a pendulu of length r, oscillates with a frequency equal to g r = (R + rω 2 R ω (for R r. (6.162 r r Note that if we try to use this effective gravity arguent as a double check for saller values of R, we get the wrong answer. For exaple, if R = r, we obtain an oscillation frequency of ω 2R/r, instead of the correct value ω R/r. This is because in reality the centrifugal force fans out near the equilibriu point, while our effective gravity arguent assues that the field lines are parallel (and so it gives a frequency that is too large Mass on a wheel Let the angle θ be defined as in Fig. 6.46, with the convention that θ is positive if M is to the right of. Then the position of in Cartesian coordinates, relative to the point where would be in contact with the ground, is (x, y = R(θ sin θ, 1 cos θ. (6.163
43 6.11. SOLUTIONS VI-43 We have used the non-slipping condition to say that the present contact point is a distance Rθ to the right of where would be in contact with the ground. Differentiating eq. (6.163, we find that the square of s speed is v 2 = 2R 2 θ2 (1 cos θ. The position of M is (x, y M = R(θ, 1, so the square of its speed is vm 2 = R 2 θ2. The Lagrangian is therefore L = 1 2 MR2 θ2 + R 2 θ2 (1 cos θ + gr cos θ, (6.164 where we have easured both potential energies relative to the height of M. The equation of otion is MR θ + 2R θ(1 cos θ + R θ 2 sin θ + g sin θ = 0. (6.165 In the case of sall oscillations, we can use cos θ 1 θ 2 /2 and sin θ θ. The second and third ters in eq. (6.165 are then third order in θ and can be neglected (basically, the iddle ter in eq. (6.164, which is the kinetic energy of, is negligible, so we find θ + ( g MR θ = 0. (6.166 The frequency of sall oscillations is therefore g ω = M R. (6.167 Rearks: If M, then ω 0. This akes sense. If M, then ω. This also akes sense, because the huge g force akes the situation siilar to one where the wheel is bolted to the ground, in which case the wheel vibrates with a high frequency. Eq. (6.167 can actually be derived in a uch quicker way, using torque. For sall oscillations, the gravitational force on produces a torque of grθ around the contact point on the ground. For sall θ, has essentially no oent of inertia around the contact point, so the total oent of inertia is siply MR 2. Therefore, τ = Iα gives grθ = MR 2 θ, fro which the result follows Pendulu with a free support Let x be the coordinate of M, and let θ be the angle of the pendulu (see Fig Then the position of the ass in Cartesian coordinates is (x+l sin θ, l cos θ. Taking the derivative to find the velocity, and then squaring to find the speed, gives v 2 = ẋ 2 + l 2 θ2 + 2lẋ θ cos θ. The Lagrangian is therefore L = 1 2 Mẋ (ẋ2 + l 2 θ2 + 2lẋ θ cos θ + gl cos θ. (6.168 x M θ l Figure 6.47 The equations of otion obtained fro varying x and θ are (M + ẍ + l θ cos θ l θ 2 sin θ = 0, l θ + ẍ cos θ + g sin θ = 0. (6.169 If θ is sall, we can use the sall angle approxiations, cos θ 1 θ 2 /2 and sin θ θ. Keeping only the ters that are first-order in θ, we obtain (M + ẍ + l θ = 0, ẍ + l θ + gθ = 0. (6.170 The first equation expresses oentu conservation. Integrating it twice gives ( l x = θ + At + B. (6.171 M + The second equation is F = a in the tangential direction. Eliinating ẍ fro eq. (6.170 gives ( M + g θ + θ = 0. (6.172 M l
44 VI-44 CHAPTER 6. THE LAGRANGIAN METHOD M z θ l β Therefore, θ(t = C cos(ωt + φ, where ω = The general solutions for θ and x are therefore θ(t = C cos(ωt + φ, 1 + M g l. (6.173 x(t = Cl cos(ωt + φ + At + B. (6.174 M + The constant B is irrelevant, so we ll ignore it. The two noral odes are: A = 0: In this case, x = θl/(m +. Both asses oscillate with the frequency ω given in eq. (6.173, always oving in opposite directions. The center of ass does not ove (as you can verify. C = 0: In this case, θ = 0 and x = At. The pendulu hangs vertically, with both asses oving horizontally at the sae speed. The frequency of oscillations is zero in this ode. Rearks: If M, then ω = g/l, as expected, because the support essentially stays still. If M, then ω /M g/l. This akes sense, because the tension in the rod is very large. We can actually be quantitative about this liit. For sall oscillations and for M, the tension of g in the rod produces a sideways force of gθ on M. So the horizontal F = Ma equation for M is gθ = Mẍ, But x lθ in this liit, so we have gθ = Ml θ, which gives the desired frequency Pendulu support on an inclined plane Let z be the coordinate of M along the plane, and let θ be the angle of the pendulu (see Fig In Cartesian coordinates, the positions of M and are Figure 6.48 (x, y M = (z cos β, z sin β, (x, y = (z cos β + l sin θ, z sin β l cos θ. (6.175 Differentiating these positions, we find that the squares of the speeds are v 2 M = ż 2, v 2 = ż 2 + l 2 θ2 + 2lż θ(cos β cos θ sin β sin θ. (6.176 The Lagrangian is therefore 1 2 Mż2 + 1 ( 2 ż 2 + l 2 θ2 + 2lż θ cos(θ + β + Mgz sin β + g(z sin β + l cos θ. (6.177 The equations of otion obtained fro varying z and θ are (M + z + l( θ cos(θ + β θ2 sin(θ + β = (M + g sin β, l θ + z cos(θ + β = g sin θ. (6.178 Let us now consider sall oscillations about the equilibriu point (where θ = θ = 0. We ust first deterine where this point is. The first equation above gives z = g sin β. The second equation then gives g sin β cos(θ + β = g sin θ. By expanding the cosine ter, we find tan θ = tan β, so θ = β. (θ = π β is also a solution, but this is an unstable equilibriu. The equilibriu position of the pendulu is therefore where the string is perpendicular to the plane This akes sense. The tension in the string is perpendicular to the plane, so for all the pendulu bob knows, it ay as well be sliding down a plane parallel to the given one, a distance l away. Given the sae initial speed, the two asses slide down their two planes with equal speeds at all ties.
45 6.11. SOLUTIONS VI-45 To find the noral odes and frequencies for sall oscillations, let θ β + δ, and expand eq. (6.178 to first order in δ. Letting η z g sin β for convenience, we obtain (M + η + l δ = 0, η + l δ + (g cos βδ = 0. (6.179 Using the deterinant ethod (or using the ethod in Proble 6.14; either way works, we find the frequencies of the noral odes to be ω 1 = 0, and ω 2 = 1 + g cos β. (6.180 M l These are the sae as the frequencies in the previous proble (where M oves horizontally, but with g cos β in place of g; copare eq. (6.179 with eq. ( Looking at eq. (6.174, and recalling the definition of η, we see that the general solutions for θ and z are θ(t = β + C cos(ωt + φ, z(t = Cl g sin β cos(ωt + φ + t 2 + At + B. (6.181 M + 2 The constant B is irrelevant, so we ll ignore it. The basic difference between these noral odes and the ones in the previous proble is the acceleration down the plane. If you go to a frae that accelerates down the plane at g sin β, and if you tilt your head at an angle β and accept the fact that g = g cos β in your world, then the setup is identical to the one in the previous proble Tilting plane Relative to the support, the positions of the asses are (x, y M = (l sin θ, l cos θ, (x, y = (l sin θ + x cos θ, l cos θ + x sin θ. (6.182 Differentiating these positions, we find that the squares of the speeds are v 2 M = l 2 θ2, v 2 = (l θ + ẋ 2 + x 2 θ2. (6.183 You can also obtain v 2 by noting that (l θ + ẋ is the speed along the long rod, and x θ is the speed perpendicular to it. The Lagrangian is L = 1 2 Ml2 θ2 + 1 ( 2 (l θ + ẋ 2 + x 2 θ2 + Mgl cos θ + g(l cos θ x sin θ. (6.184 The equations of otion obtained fro varying x and θ are l θ + ẍ = x θ 2 g sin θ, (6.185 Ml 2 θ + l(l θ + ẍ + x 2 θ + 2xẋ θ = (M + gl sin θ gx cos θ. Let us now consider the case where both x and θ are sall (or ore precisely, θ 1 and x/l 1. Expanding eq. (6.185 to first order in θ and x/l gives (l θ + ẍ + gθ = 0, Ml(l θ + gθ + l(l θ + ẍ + glθ + gx = 0. (6.186 We can siplify these a bit. Using the first equation to substitute gθ for (l θ + ẍ, and also ẍ for (l θ + gθ, in the second equation gives l θ + ẍ + gθ = 0, Mlẍ + gx = 0. (6.187 The noral odes can be found using the deterinant ethod, or we can find the just by inspection. The second equation says that either x(t 0, or x(t = A cosh(αt + β, where α = g/ml. So we have two cases: 15 This akes sense, because in a frae that accelerates down the plane at g sin β, the only external force on the asses is an effective gravity force of g cos β perpendicular to the plane. As far as M and are concerned, they live in a world where gravity pulls downward (perpendicular to the plane with strength g = g cos β.
46 VI-46 CHAPTER 6. THE LAGRANGIAN METHOD If x(t = 0, then the first equation in (6.187 says that the noral ode is ( ( θ 1 = B cos(ωt + φ, (6.188 x 0 where ω g/l. This ode is fairly clear. With the proper initial conditions, will stay right where M is. The noral force fro the long rod will be exactly what is needed in order for to undergo the sae oscillatory otion as M. The two asses ay as well be two pendulus of length l swinging side by side. If x(t = A cosh(αt + β, then the first equation in (6.187 can be solved (by guessing a particular solution for θ of the sae for to give the noral ode, ( ( θ = C cosh(αt + β, (6.189 x l(m + where α = g/ml. This ode is not as clear. And indeed, its range of validity is rather liited. The exponential behavior will quickly ake x and θ large, and thus outside the validity of our sall-variable approxiations. You can show that in this ode the center of ass reains fixed, directly below the pivot. This can occur, for exaple, by having ove down to the right as the rods rotate and swing M up to the left. There is no oscillation in this ode; the positions keep growing Rotating curve The speed along the curve is ẋ 1 + y 2, and the speed perpendicular to the curve is ωx. So the Lagrangian is L = 1 (ω 2 2 x 2 + ẋ 2 (1 + y 2 gy, (6.190 where y(x = b(x/a λ. The equation of otion is then ( d L = L = ẍ(1 + y 2 + ẋ 2 y y = ω 2 x gy. (6.191 dt ẋ x Equilibriu occurs when ẋ = ẍ = 0, so eq. (6.191 says that the equilibriu value of x satisfies x 0 = gy (x 0. (6.192 ω 2 The F = a explanation for this (writing y (x 0 as tan θ, where θ is the angle of the curve, and then ultiplying through by ω 2 cos θ is that the coponent of gravity along the curve accounts for the coponent of the centripetal acceleration along the curve. Using y(x = b(x/a λ, eq. (6.192 yields ( a 2 ω 2 1/(λ 2 x 0 = a. (6.193 λgb As λ, we see that x 0 goes to a. This akes sense, because the curve essentially equals zero up to a, and then it rises very steeply. You can check nuerous other liits. Letting x x 0 + δ in eq. (6.191, and expanding to first order in δ, gives ( δ (1 + y (x 0 2 = δ ω 2 gy (x 0. (6.194 The frequency of sall oscillations is therefore given by Using the explicit for of y, along with eq. (6.193, we find Ω 2 = gy (x 0 ω y (x 0 2. (6.195 Ω 2 (λ 2ω 2 = ( 1 + a2 ω 4 a 2 ω 2 2/(λ 2. (6.196 g 2 λgb
47 6.11. SOLUTIONS VI-47 We see that λ ust be greater than 2 in order for there to be oscillatory otion around the equilibriu point. For λ < 2, the equilibriu point is unstable, that is, to the left the force is inward, and to the right the force is outward. For the case λ = 2, we have y(x = b(x/a 2, so the equilibriu condition, eq. (6.192, gives x 0 = (2gb/a 2 ω 2 x 0. For this to be true for soe x 0, we ust have ω 2 = 2gb/a 2. But if this holds, then eq. (6.192 is true for all x. So in the special case of λ = 2, the bead happily sits anywhere on the curve if ω 2 = 2gb/a 2. (In the rotating frae of the curve, the tangential coponents of the centrifugal and gravitational forces exactly cancel at all points. If λ = 2 and ω 2 2gb/a 2, then the particle feels a force either always inward or always outward. Rearks: For ω 0, eqs. (6.193 and (6.196 give x 0 0 and Ω 0. And for ω, they give x 0 and Ω 0. In both cases Ω 0, because in both cases the equilibriu position is at a place where the curve is very flat (horizontally or vertically, respectively, and the restoring force ends up being sall. For λ, we have x 0 a and Ω. The frequency is large here because the equilibriu position at a is where the curve has a sharp corner, so the restoring force changes quickly with position. Or, you can think of it as a pendulu with a very sall length, if you approxiate the corner by a tiny circle Motion in a cone If the particle s distance fro the axis is r, then its height is r/ tan α, and its distance up along the cone is r/ sin α. Breaking the velocity into coponents up along the cone and around the cone, we see that the square of the speed is v 2 = ṙ 2 / sin 2 α + r 2 θ2. The Lagrangian is therefore ( L = 1 2 ṙ2 sin 2 α + r2 θ2 gr tan α. (6.197 The equations of otion obtained fro varying θ and r are d dt (r2 θ = 0 r = r θ 2 sin 2 α g cos α sin α. (6.198 The first of these equations expresses conservation of angular oentu. The second equation is ore transparent if we divide through by sin α. With x r/ sin α being the distance up along the cone, we have ẍ = (r θ 2 sin α g cos α. This is the F = a stateent for the x direction. Letting r 2 θ L, we can eliinate θ fro the second equation to obtain We will now calculate the two desired frequencies. r = L2 sin 2 α 2 r 3 g cos α sin α. (6.199 Frequency of circular oscillations, ω: For circular otion with r = r 0, we have ṙ = r = 0, so the second of eqs. (6.198 gives ω θ g = r 0 tan α. (6.200 Frequency of oscillations about a circle, Ω: If the orbit were actually the circle r = r 0, then eq. (6.199 would give (with r = 0 L 2 sin 2 α 2 r 3 0 = g cos α sin α. (6.201 This is equivalent to eq. (6.200, which can be seen by writing L as r0 2 θ. We will now use our standard procedure of letting r(t = r 0 + δ(t, where δ(t is very sall, and then plugging this into eq. (6.199 and expanding to first order in δ. Using 1 (r 0 + δ 3 1 r r2 0 δ = 1 r 3 0 (1 + 3δ/r 0 1 r 3 0 ( 1 3δ r 0, (6.202
48 VI-48 CHAPTER 6. THE LAGRANGIAN METHOD we have δ = L2 sin 2 ( α 1 3δ g cos α sin α. ( r0 3 r 0 Recalling eq. (6.201, the ters not involving δ cancel, and we are left with δ = ( 3L 2 sin 2 α 2 r 4 0 δ. (6.204 Using eq. (6.201 again to eliinate L we have ( 3g δ + sin α cos α δ = 0. (6.205 r 0 Therefore, Ω = 3g r 0 sin α cos α. (6.206 Having found the two desired frequencies in eqs. (6.200 and (6.206, we see that their ratio is Ω ω = 3 sin α. (6.207 This ratio Ω/ω is independent of r 0. The two frequencies are equal if sin α = 1/ 3, that is, if α 35.3 α. If α = α, then after one revolution around the cone, r returns to the value it had at the beginning of the revolution. So the particle undergoes periodic otion. θ 1 l 1 θ 2 1 l 2 Figure Rearks: In the liit α 0 (that is, the cone is very thin, eq. (6.207 says that Ω/ω 0. In fact, eqs. (6.200 and (6.206 say that ω and Ω 0. So the particle spirals around any ties during one coplete r cycle. This sees intuitive. In the liit α π/2 (that is, the cone is alost a flat plane, both ω and Ω go to zero, and eq. (6.207 says that Ω/ω 3. This result is not at all obvious. If Ω/ω = 3 sin α is a rational nuber, then the particle undergoes periodic otion. For exaple, if α = 60, then Ω/ω = 3/2, so it takes two coplete circles for r to go through three cycles. Or, if α = arcsin(1/ , then Ω/ω = 1/2, so it takes two coplete circles for r to go through one cycle Double pendulu Relative to the pivot point, the Cartesian coordinates of 1 and 2 are, respectively (see Fig. 6.49, (x, y 1 = (l 1 sin θ 1, l 1 cos θ 1, (x, y 2 = (l 1 sin θ 1 + l 2 sin θ 2, l 1 cos θ 1 l 2 cos θ 2. (6.208 Taking the derivative to find the velocities, and then squaring, gives v1 2 = l 2 θ 1 1, 2 v2 2 = l 2 θ l 2 θ l 1l 2 θ1 θ2(cos θ 1 cos θ 2 + sin θ 1 sin θ 2. (6.209 The Lagrangian is therefore L = 1 2 1l 2 θ ( 2 2 l 2 θ l 2 θ l 1 l 2 θ1 θ2 cos(θ 1 θ gl 1 cos θ g(l 1 cos θ 1 + l 2 cos θ 2. (6.210 The equations of otion obtained fro varying θ 1 and θ 2 are 0 = ( l 2 θ l 1 l 2 θ2 cos(θ 1 θ l 1 l 2 θ2 2 sin(θ 1 θ 2 +( gl 1 sin θ 1, 0 = 2l 2 θ l 1l 2 θ1 cos(θ 1 θ 2 2l 1l 2 θ2 1 sin(θ 1 θ gl 2 sin θ 2. (6.211
49 6.11. SOLUTIONS VI-49 This is a bit of a ess, but it siplifies greatly if we consider sall oscillations. Using the sall-angle approxiations and keeping only the leading-order ters, we obtain 0 = ( 1 + 2l 1 θ1 + 2l 2 θ2 + ( 1 + 2gθ 1, 0 = l 2 θ2 + l 1 θ1 + gθ 2. (6.212 Consider now the special case, l 1 = l 2 l. We can find the frequencies of the noral odes by using the deterinant ethod, discussed in Section 4.5. You can show that the result is ± g ω ± = 1 l. (6.213 The noral odes turn out to be, after soe siplification, ( ( θ1 (t 2 = 1 cos(ω θ 2 (t + ± t + φ ±. ( Soe special cases are: ± 1 = 2: The frequencies are ω ± = 2 ± 2 g l. (6.215 The noral odes are ( θ1 (t θ 2(t ± = ( 1 2 cos(ω ± t + φ ±. ( : With 2 / 1 ɛ, the frequencies are (to leading nontrivial order in ɛ ω ± = (1 ± ɛ/2 g l. (6.217 The noral odes are ( θ1(t θ 2 (t ± = ( ɛ 1 cos(ω ± t + φ ±. (6.218 In both odes, the upper (heavy ass essentially stands still, and the lower (light ass oscillates like a pendulu of length l. 1 2 : With 1 / 2 ɛ, the frequencies are (to leading order in ɛ ω + = 2g g ɛl, ω = 2l. (6.219 The noral odes are ( θ1 (t θ 2 (t ± = ( 1 1 cos(ω ± t + φ ±. (6.220 In the first ode, the lower (heavy ass essentially stands still, and the upper (light ass vibrates back and forth at a high frequency (because there is a very large tension in the rods. In the second ode, the rods for a straight line, and the syste is essentially a pendulu of length 2l.
50 VI-50 CHAPTER 6. THE LAGRANGIAN METHOD Consider now the special case, 1 = 2. Using the deterinant ethod, you can show that the frequencies of the noral odes are ω ± = l 1 + l 2 ± l 2 1 g + l2 2. (6.221 l 1l 2 The noral odes turn out to be, after soe siplification, ( ( θ1 (t l 2 = θ 2(t l 2 l 1 l cos(ω ± t + φ ±. (6.222 l2 2 Soe special cases are: ± l 1 = l 2 : We already considered this case above. You can show that eqs. (6.221 and (6.222 agree with eqs. (6.215 and (6.216, respectively. l 1 l 2: With l 2/l 1 ɛ, the frequencies are (to leading order in ɛ 2g g ω + =, ω =. (6.223 l 2 l 1 The noral odes are ( θ1 (t θ 2(t ( θ1(t θ 2 (t + = = ( ɛ cos(ω 2 +t + φ +, ( 1 cos(ω 1 t + φ. (6.224 In the first ode, the asses essentially ove equal distances in opposite directions, at a very high frequency (because l 2 is so sall. The factor of 2 in the frequency arises because the angle of l 2 is twice what it would be if 1 were bolted in place; so 2 feels double the tangential force. In the second ode, the rods for a straight line, and the asses ove just like a ass of 2. The syste is essentially a pendulu of length l. l 1 l 2: With l 1/l 2 ɛ, the frequencies are (to leading order in ɛ 2g g ω + =, ω =. (6.225 l 1 l 2 The noral odes are ( θ1 (t θ 2(t ( θ1(t θ 2 (t + = = ( 1 cos(ω ɛ +t + φ +, ( 1 cos(ω 2 t + φ. (6.226 In the first ode, the botto ass essentially stands still, and the top ass oscillates at a very high frequency (because l 1 is so sall. The factor of 2 in the frequency arises because the top ass essentially lives in a world where the acceleration fro gravity is g = 2g (because of the extra g force downward fro the lower ass. In the second ode, the syste is essentially a pendulu of length l 2. The factor of 2 in the angles is what is needed to ake the tangential force on the top ass roughly equal to zero (because otherwise it would oscillate at a high frequency, since l 1 is so sall Shortest distance in a plane Let the two given points be (x 1, y 1 and (x 2, y 2, and let the path be described by the function y(x. (Yes, we ll assue it can be written as a function. Locally, we don t have to worry about any double-valued issues. Then the length of the path is l = x2 x y 2 dx. (6.227
51 6.11. SOLUTIONS VI-51 The Lagrangian is L = 1 + y 2, so the Euler-Lagrange equation is ( ( d L = L d y = = 0. (6.228 dx y y dx 1 + y 2 We see that y / 1 + y 2 is constant. Therefore, y is also constant, so we have a straight line, y(x = Ax + B, where A and B are deterined by the endpoint conditions Index of refraction Let the path be described by y(x. The speed at height y is v y. Therefore, the tie to go fro (x 1, y 1 to (x 2, y 2 is T = x2 x 1 ds v x2 x y 2 dx. (6.229 y The Lagrangian is therefore 1 + y 2 L. (6.230 y At this point, we could apply the E-L equation to this L, but let s just use Lea 6.5, with f(y = 1/y. Eq. (6.86 gives 1 + y 2 = Bf(y 2 = 1 + y 2 = B y 2. (6.231 We ust now integrate this. Solving for y, and then separating variables and integrating, gives y dy dx = ± = x + A = B y 2. (6.232 B y 2 Therefore, (x + A 2 + y 2 = B, which is the equation for a circle. Note that the circle is centered at a point with y = 0, that is, at a point on the botto of the slab. This is the point where the perpendicular bisector of the line joining the two given points intersects the botto of the slab Minial surface By tension in a surface, we ean the force per unit length in the surface. The tension throughout the surface ust constant, because it is in equilibriu. If the tension at one point were larger than at another, then soe patch of the surface between these points would ove. The ratio of the circuferences of the circular boundaries of the ring is y 2 /y 1. Therefore, the condition that the horizontal forces on the ring cancel is y 1 cos θ 1 = y 2 cos θ 2, where the θ s are the angles of the surface, as shown in Fig In other words, y cos θ is constant throughout the surface. But cos θ = 1/ 1 + y 2, so we have y = C. ( y 2 This is equivalent to eq. (6.77, and the solution proceeds as in Section Existence of a inial surface The general solution for y(x is given in eq. (6.78 as y(x = (1/b cosh b(x + d. If we choose the origin to be idway between the rings, then d = 0. Both boundary condition are thus r = 1 cosh bl. (6.234 b We will now deterine the axiu value of l/r for which the inial surface exists. If l/r is too large, then we will see that there is no solution for b in eq. ( If you perfor an experient with soap bubbles (which want to iniize their area, and if you pull the rings θ 1 θ y 2 1 Figure y
52 VI-52 CHAPTER 6. THE LAGRANGIAN METHOD w w = cosh(ηz too far apart, then the surface will break and disappear as it tries to for the two boundary circles. Define the diensionless quantities, η l, and z br. (6.235 r Figure 6.51 w = z z Then eq. (6.234 becoes z = cosh ηz. (6.236 If we ake a rough plot of the graphs of w = z and w = cosh ηz for a few values of η (see Fig. 6.51, we see that there is no solution for z if η is too large. The liiting value of η for which there exists a solution occurs when the curves w = z and w = cosh ηz are tangent; that is, when the slopes are equal in addition to the functions being equal. Let η 0 be the liiting value of η, and let z 0 be the place where the tangency occurs. Then equality of the values and the slopes gives z 0 = cosh(η 0 z 0, and 1 = η 0 sinh(η 0 z 0. (6.237 Dividing the second of these equations by the first gives This ust be solved nuerically. The solution is 1 = (η 0z 0 tanh(η 0z 0. (6.238 η 0 z (6.239 Plugging this into the second of eqs. (6.237 gives ( l η (6.240 r ax (Note also that z 0 = 1.200/η 0 = We see that if l/r is larger than 0.663, then there is no solution for y(x that is consistent with the boundary conditions. Above this value of l/r, the soap bubble iniizes its area by heading toward the shape of just two disks, but it will pop well before it reaches that configuration. To get a sense of the rough shape of the inial surface, note that the ratio of the radius of the iddle circle to the radius of the boundary rings is y(0 y(l = cosh(0 cosh(bl = 1 cosh(η 0 z 0 = 1 z (6.241 Rearks: 1. We glossed over one issue above, naely that there ay be ore than one solution for the constant b in eq. ( In fact, Fig shows that for any η < 0.663, there are two solutions for z in eq. (6.236, and hence two solutions for b in eq. ( This eans that there are two possible surfaces that ight solve our proble. Which one do we want? It turns out that the surface corresponding to the saller value of b is the one that iniizes the area, while the surface corresponding to the larger value of b is the one that (in soe sense axiizes the area. We say in soe sense because the surface with the larger b is actually a saddle point for the area. It can t be a axiu, after all, because we can always ake the area larger by adding little wiggles to it. It s a saddle point because there does exist a class of variations for which it has the axiu area, naely ones where the dip in the curve is continuously ade larger (just iagine lowering the idpoint in a sooth anner. Such a set of variations is shown in Fig If we start with a cylinder for a surface and then gradually pinch in the center, the area decreases at first (the decrease in the cross-sectional area is the doinant effect at the start. But then as the dip becoes very deep, the area increases because the surface starts to look like the two disks, and these two disks have a larger area than the original narrow cylinder. The surface eventually resebles two nearly flat cones connected by a line. As these cones finally flatten out to the two disks, the area decreases. Therefore, the area ust
53 6.11. SOLUTIONS VI-53 2l r Figure 6.52 have achieved a local axiu (at least with respect to this class of variations soewhere in between. This local axiu (or rather, saddle point arises because the Euler-Lagrange technique siply sets the derivative equal to zero and doesn t differentiate between axia, inia, and saddle points. If η l/r > (so that the initial cylinder in now wide instead of narrow, there exists at least one class of variations for which the area decreases onotonically fro the area of the cylinder down to the area of the two disks. If you draw a series of pictures (for a wide cylinder analogous to those in Fig. 6.52, it is quite believable that this is the case. 2. How does the area of the liiting surface (with η 0 = copare with the area of the two disks? The area of the two disks is A c = 2πr 2. And the area of the liiting surface is l A s = 2πy 1 + y 2 dx. (6.242 Using eq. (6.234, this becoes l 2π A s = b cosh2 bx dx = l l l l = 2πl b π (1 + cosh 2bx dx b + π sinh 2bl b 2. (6.243 But fro the definitions of η and z, we have l = η 0 r and b = z 0 /r for the liiting surface. Therefore, A s can be written as ( A s = πr 2 2η 0 + sinh 2η 0z 0 z 0 z0 2. (6.244 Plugging in the nuerical values (η and z gives A c (6.28r 2, and A s (7.54r 2. (6.245 The ratio of A s to A c is approxiately 1.2 (it s actually η 0 z 0, as you can show. The liiting surface therefore has a larger area. This is expected, because for l/r > η 0 the surface tries to run off to one with a saller area, and there are no other stable configurations besides the cosh solution we found The Brachistochrone First solution: In Fig. 6.53, the boundary conditions are y(0 = 0 and y(x 0 = y 0, with downward taken to be the positive y direction. Fro conservation of energy, the speed as a function of y is v = 2gy. The total tie is therefore x0 x0 ds 1 + y 2 T = v = dx. ( gy 0 0 y Figure 6.53 ( x, y 0 0 x Our goal is to find the function y(x that iniizes this integral, subject to the boundary conditions above. We can therefore apply the results of the variational technique, with a Lagrangian equal to 1 + y 2 L. (6.247 y
54 VI-54 CHAPTER 6. THE LAGRANGIAN METHOD At this point, we could apply the E-L equation to this L, but let s just use Lea 6.5, with f(y = 1/ y. Eq. (6.86 gives 1 + y 2 = Bf(y 2 = 1 + y 2 = B y, (6.248 as desired. We ust now integrate this. Solving for y and separating variables gives y dy B y = ± dx. (6.249 A helpful change of variables to get rid of the square root in the denoinator is y B sin 2 φ. Then dy = 2B sin φ cos φ dφ, and eq. (6.249 siplifies to 2B sin 2 φ dφ = ± dx. (6.250 We can now use sin 2 φ = (1 cos 2φ/2 to integrate this. After ultiplying through by 2, the result is B(2φ sin 2φ = ± 2x C, where C is a constant of integration. Now note that we can rewrite our definition of φ (which was y B sin 2 φ as 2y = B(1 cos 2φ. If we then define θ 2φ, we have x = ± a(θ sin θ ± d, y = a(1 cos θ. (6.251 where a B/2, and d C/2. The particle starts at (x, y = (0, 0. Therefore, θ starts at θ = 0, since this corresponds to y = 0. The starting condition x = 0 then iplies that d = 0. Also, we are assuing that the wire heads down to the right, so we choose the positive sign in the expression for x. Therefore, we finally have x = a(θ sin θ, y = a(1 cos θ, (6.252 as desired. This is the paraetrization of a cycloid, which is the path taken by a point on the ri of a rolling wheel. The initial slope of the y(x curve is infinite, as you can check. Reark: The above ethod derived the paraetric for in (6.252 fro scratch. But since eq. (6.252 was given in the stateent of the proble, another route is to siply verify that this paraetrization satisfies eq. ( To this end, assue that x = a(θ sin θ and y = a(1 cos θ, which gives y dy dx = dy/dθ dx/dθ = sin θ 1 cos θ. (6.253 Therefore, 1 + y 2 sin 2 θ = 1 + (1 cos θ 2 = 2 1 cos θ = 2a y, (6.254 which agrees with eq. (6.248, with B 2a. Second solution: Let s use a variational arguent again, but now with y as the independent variable. That is, let the chain be described by the function x(y. The arclength is now given by ds = 1 + x 2 dy. Therefore, instead of the Lagrangian in eq. (6.247, we have 1 + x 2 L. (6.255 y The Euler-Lagrange equation is d dy ( L = L x x = ( d 1 x y = 0. (6.256 dy 1 + x 2 The zero on the right-hand side akes things nice and easy, because it eans that the quantity in parentheses is a constant. If we define this constant to be 1/ B, then we can solve for x and then separate variables to obtain y dy B y = ± dx. (6.257
55 6.11. SOLUTIONS VI-55 in agreeent with eq. ( The solution proceeds as above. Third solution: The Lagrangian in the first solution above, which is given in eq. (6.247 as 1 + y 2 L, (6.258 y is independent of x. Therefore, in analogy with conservation of energy (which arises fro a Lagrangian that is independent of t, the quantity E y L y L = y y 2 1 = y 1 + y 2 y y 1 + y 2 (6.259 is constant (that is, independent of x. This stateent is equivalent to eq. (6.248, and the solution proceeds as above.
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