Vibrating String — Question 8

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Question 8

A uniform string of length LL, tension T>0T>0 and density μ>0\mu>0 is fixed at both ends and carries a point mass M>0M>0 at its midpoint. Away from that mass, utt=c2uxxu_{tt}=c^2u_{xx} with c=T/μc=\sqrt{T/\mu}. Displacement is continuous at x=L/2x=L/2, and the mass obeys Mutt(L/2,t)=T[ux(L/2+,t)−ux(L/2−,t)].M u_{tt}(L/2,t)=T\bigl[u_x(L/2+,t)-u_x(L/2-,t)\bigr].

Tasks

  1. For a normal mode u=ϕ(x)cos⁡(ωt)u=\phi(x)\cos(\omega t), derive the interface condition and classify antisymmetric modes about the midpoint.

  2. Derive the frequency equation for symmetric modes using z=ωL/(2c)z=\omega L/(2c) and α=M/(μL)\alpha=M/(\mu L). Prove there is exactly one positive symmetric root in each interval (jπ,jπ+π/2)(j\pi,j\pi+\pi/2), j=0,1,…j=0,1,\ldots.

  3. Find the limiting lowest symmetric frequency as M↓0M\downarrow 0 and its leading behavior as M→∞M\to\infty. Interpret the latter as an effective spring-mass system.

  4. Write the total conserved energy, including the attached mass, and prove conservation by checking the interface terms.

Original worksheet page 1: question and worked solution for 9-8-008
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Question 8 – Solution

Strategy. The midpoint mass changes the dynamic matching condition, but modes with a node there do not move the added mass.

Step 1: Separate and use symmetry. On each half, ϕ″+k2ϕ=0\phi''+k^2\phi=0, k=ω/ck=\omega/c, and the mass equation becomes T(ϕ+′−ϕ−′)+Mω2ϕ(L/2)=0.T(\phi'_+-\phi'_-)+M\omega^2\phi(L/2)=0. Antisymmetry gives ϕ(L/2)=0\phi(L/2)=0 and matching slopes. The fixed endpoints then yield ϕ(x)=Asin⁡(2mπx/L),ω=2mπc/L,m=1,2,….\boxed{\phi(x)=A\sin(2m\pi x/L),\qquad \omega=2m\pi c/L,\quad m=1,2,\ldots.} These frequencies are independent of MM.

Step 2: Derive and locate the symmetric frequencies. A symmetric shape has ϕ=Asin⁡(kx)\phi=A\sin(kx) on the left and ϕ=Asin⁡(k(L−x))\phi=A\sin(k(L-x)) on the right. Its slope jump is −2Akcos⁡z-2Ak\cos z and midpoint value is Asin⁡zA\sin z. Substitution gives 2Tkcos⁡z=Mc2k2sin⁡z,cot⁡z=αz,α=MμL.2Tk\cos z=M c^2k^2\sin z,\qquad \boxed{\cot z=\alpha z,\quad \alpha=\frac{M}{\mu L}.} On (jπ,jπ+π/2)(j\pi,j\pi+\pi/2), cot⁡z−αz\cot z-\alpha z decreases strictly from positive infinity to a negative value. It has exactly one root. On the intervening intervals the cotangent is negative, so no positive root occurs there. Values sin⁡z=0\sin z=0 do not solve the original matching equation. There is no nonzero static mode with both endpoints fixed.

Step 3: Interpret the lowest root. For the root z0∈(0,π/2)z_0\in(0,\pi/2), α↓0\alpha\downarrow 0 gives z0→π/2z_0\to\pi/2, recovering ω0→πc/L\omega_0\to\pi c/L. As α→∞\alpha\to\infty, z0→0z_0\to 0 and zcot⁡z→1z\cot z\to 1 gives αz02→1\alpha z_0^2\to 1. Thus ω0∼2TML(M→∞).\boxed{\omega_0\sim 2\sqrt{\frac{T}{ML}}\quad(M\to\infty).} A small midpoint deflection dd gives each half-string slope magnitude 2d/L2d/L; their restoring forces add to 4Td/L4Td/L. The effective stiffness is 4T/L4T/L, consistent with the displayed mass-spring frequency.

Step 4: Include the concentrated kinetic energy. For piecewise smooth motion, the energy is E=12∫0L(μut2+Tux2)dx+M2ut(L/2,t)2.E=\frac 12\int_0^L(\mu u_t^2+Tu_x^2)\,dx+\frac M2u_t(L/2,t)^2. Integration by parts on each half leaves Tut(L/2)(ux−−ux+)T u_t(L/2)(u_x^- -u_x^+); the fixed-end contributions vanish. The point-mass term differentiates to Mut(L/2)utt(L/2)=Tut(L/2)(ux+−ux−)M u_t(L/2)u_{tt}(L/2)=T u_t(L/2)(u_x^+-u_x^-). They cancel, so E′=0\boxed{E'=0}. Omitting the mass term would falsely suggest loss or gain of energy at the interface.

Original worksheet page 2: question and worked solution for 9-8-008

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