420 lines
No EOL
20 KiB
Text
420 lines
No EOL
20 KiB
Text
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§22
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Forced oscillations
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61
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SOLUTION. In this case the extension of the spring is (if
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= cos
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The kinetic energy is T = 1mr2o2, and the frequency is therefore w = V[F(++1)/mrl].
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PROBLEM 5. Find the frequency of oscillations of the pendulum shown in Fig. 2 (§5),
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whose point of support carries a mass M1 and is free to move horizontally.
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SOLUTION. For < 1 the formula derived in $14, Problem 3 gives
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T
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Hence
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PROBLEM 6. Determine the form of a curve such that the frequency of oscillations of a
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particle on it under the force of gravity is independent of the amplitude.
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SOLUTION. The curve satisfying the given condition is one for which the potential energy
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of a particle moving on it is U = 1ks2, where s is the length of the arc from the position of
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equilibrium. The kinetic energy T = 1ms2, where m is the mass of the particle, and the fre-
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quency is then w = (k/m) whatever the initial value of S.
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In a gravitational field U = mgy, where y is the vertical co-ordinate. Hence we have
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1ks2 = mgy or y = w2s2/2g. But ds2 = dx2+dy², whence
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dy = SV[(g/2w2y)-1] dy.
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The integration is conveniently effected by means of the substitution y = g(1-cos E)/4ww,
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which yields x = g(s+sin 5)/4w2. These two equations give, in parametric form, the equation
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of the required curve, which is a cycloid.
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$22. Forced oscillations
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Let us now consider oscillations of a system on which a variable external
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force acts. These are called forced oscillations, whereas those discussed in
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§21 are free oscillations. Since the oscillations are again supposed small, it
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is implied that the external field is weak, because otherwise it could cause the
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displacement x to take too large values.
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The system now has, besides the potential energy 1kx2, the additional
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potential energy Ue(x, t) resulting from the external field. Expanding this
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additional term as a series of powers of the small quantity x, we have
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Ue(x, t) 12 x[dUe/dx]x_0. The first term is a function of time only,
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and may therefore be omitted from the Lagrangian, as being the total time
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derivative of another function of time. In the second term - [dUe/dx]x_0 is
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the external "force" acting on the system in the equilibrium position, and
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is a given function of time, which we denote by F(t). Thus the potential
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energy involves a further term -xF(t), and the Lagrangian of the system
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is
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L
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=
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(22.1)
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The corresponding equation of motion is m+kx = F(t) or
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(22.2)
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where we have again introduced the frequency w of the free oscillations.
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The general solution of this inhomogeneous linear differential equation
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with constant coefficients is x = xo+x1, where xo is the general solution of
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62
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Small Oscillations
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§22
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the corresponding homogeneous equation and X1 is a particular integral of
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the inhomogeneous equation. In the present case xo represents the free
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oscillations discussed in $21.
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Let us consider a case of especial interest, where the external force is itself
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a simple periodic function of time, of some frequency y:
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F(t) = f cos(yt+)).
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(22.3)
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We seek a particular integral of equation (22.2) in the form X1 = b cos(yt+B),
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with the same periodic factor. Substitution in that equation gives
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b = f/m(w2-r2); adding the solution of the homogeneous equation, we
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obtain the general integral in the form
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(22.4)
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The arbitrary constants a and a are found from the initial conditions.
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Thus a system under the action of a periodic force executes a motion which
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is a combination of two oscillations, one with the intrinsic frequency w of
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the system and one with the frequency y of the force.
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The solution (22.4) is not valid when resonance occurs, i.e. when the fre-
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quency y of the external force is equal to the intrinsic frequency w of the
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system. To find the general solution of the equation of motion in this case,
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we rewrite (22.4) as
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x
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=
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a
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where a now has a different value. Asy->w, the second term is indetermin-
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ate, of the form 0/0. Resolving the indeterminacy by L'Hospital's rule, we
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have
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x = acos(wt+a)+(f/2mw)tsin(wt+B). =
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(22.5)
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Thus the amplitude of oscillations in resonance increases linearly with the
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time (until the oscillations are no longer small and the whole theory given
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above becomes invalid).
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Let us also ascertain the nature of small oscillations near resonance, when
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y w+E with E a small quantity. We put the general solution in the com-
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plex form
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= A exp(iwt) exp[i(w+t)) = [A+B exp(iet)]exp(ist)
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(22.6)
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Since the quantity A+B exp(iet) varies only slightly over the period 2n/w
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of the factor exp(iwt), the motion near resonance may be regarded as small
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oscillations of variable amplitude.t Denoting this amplitude by C, we have
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= A B exp(iet)|. Writing A and B in the form a exp(ix) and b exp(iB)
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respectively, we obtain
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(22.7)
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t The "constant" term in the phase of the oscillation also varies.
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§22
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Forced oscillations
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63
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Thus the amplitude varies periodically with frequency E between the limits
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|a-b a+b. This phenomenon is called beats.
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The equation of motion (22.2) can be integrated in a general form for an
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arbitrary external force F(t). This is easily done by rewriting the equation
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as
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or
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=
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(22.8)
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where
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s=xtiwx
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(22.9)
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is a complex quantity. Equation (22.8) is of the first order. Its solution when
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the right-hand side is replaced by zero is $ = A exp(iwt) with constant A.
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As before, we seek a solution of the inhomogeneous equation in the form
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$ = A(t) exp(iwt), obtaining for the function A(t) the equation À(t)
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= F(t) exp(-iwt)/m. Integration gives the solution of (22.9):
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& = -
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(22.10)
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where the constant of integration so is the value of $ at the instant t = 0.
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This is the required general solution; the function x(t) is given by the imagin-
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ary part of (22.10), divided by w.t
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The energy of a system executing forced oscillations is naturally not con-
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served, since the system gains energy from the source of the external field.
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Let us determine the total energy transmitted to the system during all time,
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assuming its initial energy to be zero. According to formula (22.10), with
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the lower limit of integration - 00 instead of zero and with ( - 00) = 0,
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we have for t
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00
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exp(-iwt)dt|
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The energy of the system is
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E = 1m(x2+w2x2)= = 1ME2.
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(22.11)
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Substituting we obtain the energy transferred
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(22.12)
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t The force F(t) must, of course, be written in real form.
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64
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Small Oscillations
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§22
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it is determined by the squared modulus of the Fourier component of the
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force F(t) whose frequency is the intrinsic frequency of the system.
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In particular, if the external force acts only during a time short in com-
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parison with 1/w, we can put exp(-iwt) Ill 1. Then
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This result is obvious: it expresses the fact that a force of short duration
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gives the system a momentum I F dt without bringing about a perceptible
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displacement.
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PROBLEMS
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PROBLEM 1. Determine the forced oscillations of a system under a force F(t) of the follow-
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ing forms, if at time t = 0 the system is at rest in equilibrium (x = x = 0): (a) F = Fo,
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a constant, (b) F = at, (c) F = Fo exp(-at), (d) F = Fo exp(-at) cos Bt.
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SOLUTION. (a) x = (Fo/mw2)(1-cos wt). The action of the constant force results in a dis-
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placement of the position of equilibrium about which the oscillations take place.
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(b) x = (a/mw3)(wt-sin wt).
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(c) x = - cos wt +(a/w) sin wt].
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(d) x = wt + sin wt +
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+exp(-at)[(wpta2-B2) cos Bt-2aB sin
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This last case is conveniently treated by writing the force in the complex form
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F=Foexp(-ati)t].
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PROBLEM 2. Determine the final amplitude for the oscillations of a system under a force
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which is zero for t<0, Fot/T for 0 <t<<, and Fo for t > T (Fig. 24), if up to time
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t = 0 the system is at rest in equilibrium.
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F
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Fo
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,
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T
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FIG. 24
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SOLUTION. During the interval 0<+<T the oscillations are determined by the initial
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condition as x = (Fo/mTw3)(wt-sin wt). For t > T we seek a solution in the form
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=c1w(t-T)+c2 sin w(t - T)+Fo/mw2
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The continuity of x and x at t = T gives C1 = -(Fo/mTw3) sin wT, C2 = (Fo/mTw3 X
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X (1 - cos wT). The amplitude is a = = (2Fo/mTw3) sin twT. This is the smaller,
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the more slowly the force Fo is applied (i.e. the greater T).
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PROBLEM 3. The same as Problem 2, but for a constant force Fo which acts for a finite
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time T (Fig. 25).
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§23
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Oscillations of systems with more than one degree of freedom
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65
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SOLUTION. As in Problem 2, or more simply by using formula (22.10). For t > T we have
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free oscillations about x =0, and
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dt
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FO
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f
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T
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FIG. 25
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The squared modulus of & gives the amplitude from the relation = The result is
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a = (2Fo/mw2) sin twT.
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PROBLEM 4. The same as Problem 2, but for a force Fot/T which acts between t = 0 and
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t = T (Fig. 26).
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F
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FO
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,
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T
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FIG. 26
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SOLUTION. By the same method we obtain
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a = (Fo/Tmw3)/[wT2-2wT sin wT+2(1-cos - wT)].
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PROBLEM 5. The same as Problem 2, but for a force Fo sin wt which acts between t = 0
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and t = T = 2n/w (Fig. 27).
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F
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T
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FIG. 27
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SOLUTION. Substituting in (22.10) F(t) = Fo sin wt = Fo[exp(iwt)-exp(-iwt)]/2i and
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integrating from 0 to T, we obtain a = Fon/mw2.
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$23. Oscillations of systems with more than one degree of freedom
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The theory of free oscillations of systems with S degrees of freedom is
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analogous to that given in §21 for the case S = 1.
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3*
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66
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Small Oscillations
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§23
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Let the potential energy of the system U as a function of the generalised
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co-ordinates qi (i = 1, 2, ..., s) have a minimum for qi = qio. Putting
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Xi=qi-qio
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(23.1)
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for the small displacements from equilibrium and expanding U as a function
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of the xi as far as the quadratic terms, we obtain the potential energy as a
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positive definite quadratic form
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(23.2)
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where we again take the minimum value of the potential energy as zero.
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Since the coefficients kik and kki in (23.2) multiply the same quantity XiXK,
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it is clear that they may always be considered equal: kik = kki.
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In the kinetic energy, which has the general form () (see (5.5)),
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we put qi = qio in the coefficients aik and, denoting aik(90) by Mik, obtain
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the kinetic energy as a positive definite quadratic form
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Emission
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(23.3)
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The coefficients Mik also may always be regarded as symmetrical: Mik=Mki.
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Thus the Lagrangian of a system executing small free oscillations is
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(23.4)
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i,k
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Let us now derive the equations of motion. To determine the derivatives
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involved, we write the total differential of the Lagrangian:
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- kikxi dxk - kikxxdxi).
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i,k
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Since the value of the sum is obviously independent of the naming of the
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suffixes, we can interchange i and k in the first and third terms in the paren-
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theses. Using the symmetry of Mik and kik, we have
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dL =
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Hence
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k
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Lagrange's equations are therefore
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(i=1,2,...,s);
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(23.5)
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they form a set of S linear homogeneous differential equations with constant
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coefficients.
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As usual, we seek the S unknown functions xx(t) in the form
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xx = Ak explicut),
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(23.6)
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where Ak are some constants to be determined. Substituting (23.6) in the
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§23
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Oscillations of systems with more than one degree of freedom
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67
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equations (23.5) and cancelling exp(iwt), we obtain a set of linear homo-
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geneous algebraic equations to be satisfied by the Ak:
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(23.7)
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If this system has non-zero solutions, the determinant of the coefficients
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must vanish:
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(23.8)
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This is the characteristic equation and is of degree S in w2. In general, it has
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S different real positive roots W&2 (a = 1,2,...,s); in particular cases, some of
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these roots may coincide. The quantities Wa thus determined are the charac-
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teristic frequencies or eigenfrequencies of the system.
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It is evident from physical arguments that the roots of equation (23.8) are
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real and positive. For the existence of an imaginary part of w would mean
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the presence, in the time dependence of the co-ordinates XK (23.6), and SO
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of the velocities XK, of an exponentially decreasing or increasing factor. Such
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a factor is inadmissible, since it would lead to a time variation of the total
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energy E = U+: T of the system, which would therefore not be conserved.
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The same result may also be derived mathematically. Multiplying equation
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(23.7) by Ai* and summing over i, we have = 0,
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whence w2 = . The quadratic forms in the numerator
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and denominator of this expression are real, since the coefficients kik and
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Mik are real and symmetrical: (kA*Ak)* = kikAAk* = k
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= kikAkAi*. They are also positive, and therefore w2 is positive.t
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The frequencies Wa having been found, we substitute each of them in
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equations (23.7) and find the corresponding coefficients Ak. If all the roots
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Wa of the characteristic equation are different, the coefficients Ak are pro-
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portional to the minors of the determinant (23.8) with w = Wa. Let these
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minors be . A particular solution of the differential equations (23.5) is
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therefore X1c = Ca exp(iwat), where Ca is an arbitrary complex constant.
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The general solution is the sum of S particular solutions. Taking the real
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part, we write
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III
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(23.9)
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where
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(23.10)
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Thus the time variation of each co-ordinate of the system is a super-
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position of S simple periodic oscillations O1, O2, ..., Os with arbitrary ampli-
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tudes and phases but definite frequencies.
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t The fact that a quadratic form with the coefficients kik is positive definite is seen from
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their definition (23.2) for real values of the variables. If the complex quantities Ak are written
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explicitly as ak +ibk, we have, again using the symmetry of kik, kikAi* Ak = kik(ai-ibi)
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X
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= kikaiak kikbibk, which is the sum of two positive definite forms.
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68
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Small Oscillations
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§23
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The question naturally arises whether the generalised co-ordinates can be
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chosen in such a way that each of them executes only one simple oscillation.
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The form of the general integral (23.9) points to the answer. For, regarding
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the S equations (23.9) as a set of equations for S unknowns Oa, as we can
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express O1, O2, ..., Os in terms of the co-ordinates X1, X2, ..., Xs. The
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quantities Oa may therefore be regarded as new generalised co-ordinates,
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called normal co-ordinates, and they execute simple periodic oscillations,
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called normal oscillations of the system.
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The normal co-ordinates Oa are seen from their definition to satisfy the
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equations
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Oatwaia = 0.
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(23.11)
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This means that in normal co-ordinates the equations of motion become S
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independent equations. The acceleration in each normal co-ordinate depends
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only on the value of that co-ordinate, and its time dependence is entirely
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determined by the initial values of the co-ordinate and of the corresponding
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velocity. In other words, the normal oscillations of the system are completely
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independent.
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It is evident that the Lagrangian expressed in terms of normal co-ordinates
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is a sum of expressions each of which corresponds to oscillation in one dimen-
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sion with one of the frequencies was i.e. it is of the form
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(23.12)
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where the Ma are positive constants. Mathematically, this means that the
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transformation (23.9) simultaneously puts both quadratic forms-the kinetic
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energy (23.3) and the potential energy (23.2)-in diagonal form.
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The normal co-ordinates are usually chosen so as to make the coefficients
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of the squared velocities in the Lagrangian equal to one-half. This can be
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achieved by simply defining new normal co-ordinates Qx by
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Qa = VMaOa.
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(23.13)
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Then
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The above discussion needs little alteration when some roots of the charac-
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teristic equation coincide. The general form (23.9), (23.10) of the integral of
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the equations of motion remains unchanged, with the same number S of
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terms, and the only difference is that the coefficients corresponding to
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multiple roots are not the minors of the determinant, which in this case
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vanish.
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t The impossibility of terms in the general integral which contain powers of the time as
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well as the exponential factors is seen from the same argument as that which shows that the
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frequencies are real: such terms would violate the law of conservation of energy
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§23
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Oscillations of systems with more than one degree of freedom
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69
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Each multiple (or, as we say, degenerate) frequency corresponds to a number
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of normal co-ordinates equal to its multiplicity, but the choice of these co-
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ordinates is not unique. The normal co-ordinates with equal Wa enter the
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kinetic and potential energies as sums Q and Qa2 which are transformed
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in the same way, and they can be linearly transformed in any manner which
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does not alter these sums of squares.
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The normal co-ordinates are very easily found for three-dimensional oscil-
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lations of a single particle in a constant external field. Taking the origin of
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Cartesian co-ordinates at the point where the potential energy U(x,y,2) is
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a minimum, we obtain this energy as a quadratic form in the variables x, y, Z,
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and the kinetic energy T = m(x2+yj++2) (where m is the mass of the
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particle) does not depend on the orientation of the co-ordinate axes. We
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therefore have only to reduce the potential energy to diagonal form by an
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appropriate choice of axes. Then
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L =
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(23.14)
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and the normal oscillations take place in the x,y and 2 directions with fre-
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quencies = (k1/m), w2=1/(k2/m), w3=1/(k3/m). In the particular
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case of a central field (k1 =k2=kg III three frequencies
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are equal (see Problem 3).
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The use of normal co-ordinates makes possible the reduction of a problem
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of forced oscillations of a system with more than one degree of freedom to a
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series of problems of forced oscillation in one dimension. The Lagrangian of
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the system, including the variable external forces, is
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(23.15)
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where L is the Lagrangian for free oscillations. Replacing the co-ordinates
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X1c by normal co-ordinates, we have
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(23.16)
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where we have put
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The corresponding equations of motion
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(23.17)
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each involve only one unknown function Qa(t).
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PROBLEMS
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PROBLEM 1. Determine the oscillations of a system with two degrees of freedom whose
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Lagrangian is L = (two identical one-dimensional systems of
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eigenfrequency wo coupled by an interaction - axy).
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70
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Small Oscillations
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§24
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SOLUTION. The equations of motion are x+ wo2x = ay, j + wo2y = ax. The substitution
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(23.6) gives
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Ax(wo2-w2) = aAy,
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(1)
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The characteristic equation is (wo2-w2)2= a2, whence w12 = wo2-a, w22 = wo2-+x. For
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w = W1, the equations (1) give Ax = Ay, and for w = w2, Ax = -Ay. Hence x =
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(Q1+Q2)/V2, y = (Q1-Q2)/V2, the coefficients 1/V2 resulting from the normalisation
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of the normal co-ordinates as in equation (23.13).
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For a < wo2 (weak coupling) we have W1 all wo-1x, W2 ill wotla. The variation of x
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and y is in this case a superposition of two oscillations with almost equal frequencies, i.e.
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beats of frequency W2-W1 = a (see $22). The amplitude of y is a minimum when that of x
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is a maximum, and vice versa.
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PROBLEM 2. Determine the small oscillations of a coplanar double pendulum (Fig. 1, $5).
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SOLUTION. For small oscillations (01 < 1, 02 < 1), the Lagrangian derived in §5, Problem
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1, becomes
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L =
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The equations of motion are
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= 0, lio +1202+802
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=
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0.
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Substitution of (23.6) gives
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41(m1+m2)(g-h1w2)-A2w2m2l2 0, = 0.
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The roots of the characteristic equation are
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((ma3
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As m1
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8 the frequencies tend to the values (g/l1) and /(g/l2), corresponding to indepen-
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dent oscillations of the two pendulums.
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PROBLEM 3. Find the path of a particle in a central field U = 1kr2 (called a space oscillator).
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SOLUTION. As in any central field, the path lies in a plane, which we take as the xy-plane.
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The variation of each co-ordinate x,y is a simple oscillation with the same frequency
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= v(k/m): x = a cos(wt+a), y=b cos(wt+), or x = a cos , y = b cos(+8)
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= b cos 8 cos -b sin 8 sin , where = wt +a, 8 = B-a. Solving for cos o and sin o and
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equating the sum of their squares to unity, we find the equation of the path:
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This is an ellipse with its centre at the origin.t When 8 = 0 or IT, the path degenerates to a
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segment of a straight line.
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$24. Vibrations of molecules
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If we have a system of interacting particles not in an external field, not all
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of its degrees of freedom relate to oscillations. A typical example is that of
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molecules. Besides motions in which the atoms oscillate about their positions
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of equilibrium in the molecule, the whole molecule can execute translational
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and rotational motions.
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Three degrees of freedom correspond to translational motion, and in general
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the same number to rotation, so that, of the 3n degrees of freedom of a mole-
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cule containing n atoms, 3n-6 - correspond to vibration. An exception is formed
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t The fact that the path in a field with potential energy U = 1kr2 is a closed curve has
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already been mentioned in $14. |