The Wave Equation — Question 6

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Question 6

A string on 0≤x≤L0\leq x\leq L has fixed ends, constant μ,𝒯>0\mu,\mathcal T>0 and equation μutt=𝒯uxx+p(x,t)\mu u_{tt}=\mathcal T u_{xx}+p(x,t). Assume sufficient smoothness and define E(t)=12∫0L(μut2+𝒯ux2)dx.E(t)=\frac 12\int_0^L\bigl(\mu u_t^2+\mathcal T u_x^2\bigr)\,dx.

Tasks

  1. Derive the energy identity, first retaining boundary power and then using the fixed-end conditions.

  2. Prove uniqueness for prescribed initial displacement and velocity when the applied force is prescribed.

  3. For p=0p=0 and A≠0A\ne 0, verify u=Asin⁡(πx/L)cos⁡(ωt)u=A\sin(\pi x/L)\cos(\omega t) with ω=(π/L)𝒯/μ\omega=(\pi/L)\sqrt{\mathcal T/\mu}. Compute its kinetic, elastic and total energies.

  4. Sketch the two energy fractions over 0≤ωt≤2π0\leq\omega t\leq 2\pi. Explain why a zero-displacement snapshot can have positive energy, and why the energy identity does not claim that displacement at each point is monotone.

Original worksheet page 1: question and worked solution for 9-2-006
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Question 6 – Solution

Strategy. Integrate the PDE against velocity so that acceleration and curvature become time derivatives of kinetic and elastic energies.

Step 1: Derive the work balance. Multiplying by utu_t and integrating by parts gives E′(t)=𝒯[utux]0L+∫0Lputdx.\boxed{E'(t)=\mathcal T[u_tu_x]_0^L+\int_0^L p\,u_t\,dx.} At a fixed endpoint, u=0u=0 for all time, hence ut=0u_t=0 there. Thus E′=∫putE'=\int p\,u_t. With no applied force, total energy is constant. The sign of the work rate depends on the force and velocity together.

Step 2: Prove uniqueness for the full initial state. The difference ww of two solutions with the same force, endpoints and initial data obeys the homogeneous equation and has zero initial energy. Its energy stays zero, so wt=wx=0w_t=w_x=0 everywhere by continuity. The fixed endpoints then force the spatial constant to be zero. Initial displacement alone would not make the kinetic part of the initial difference energy vanish; both initial data are essential.

Step 3: Compute the standing-wave energy. Put k=π/Lk=\pi/L, so ω2=(𝒯/μ)k2\omega^2=(\mathcal T/\mu)k^2. Then utt=−ω2uu_{tt}=-\omega^2u, uxx=−k2uu_{xx}=-k^2u, and both endpoints are zero. Using ∫0Lsin⁡2kx=∫0Lcos⁡2kx=L/2\int_0^L\sin^2kx=\int_0^L\cos^2kx=L/2 gives K(t)=E0sin⁡2(ωt),V(t)=E0cos⁡2(ωt),E0=𝒯A2k2L4.\boxed{K(t)=E_0\sin^2(\omega t),\qquad V(t)=E_0\cos^2(\omega t),\qquad E_0=\frac{\mathcal T A^2k^2L}{4}.} Their sum is the constant E0E_0.

Step 4: Interpret the exchange of energy. For A≠0A\ne 0, at ωt=π/2\omega t=\pi/2 the displacement and elastic energy are zero, but the velocity is nonzero and all energy is kinetic. At ωt=0\omega t=0 the velocity is zero and all energy is elastic. The field exchanges these forms while oscillating; total-energy conservation does not require pointwise monotonic motion. The graph shows K/E0K/E_0, V/E0V/E_0 and their constant sum.

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Original worksheet page 2: question and worked solution for 9-2-006

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