Forced Oscillations and Resonance — Question 8

Section 15-8 · Physics pages 2386–2387

Question 8 Moving the support is different from applying a force to the mass A mass m is connected to a support by a spring k and viscous damper b in parallel. The support moves as y = Y cos Ωt. Let x be the absolute mass displacement. Both spring extension and damper velocity depend on relative motion. m k b y x Spring and damper connect the mass to the same moving support; both forces depend on relative motion. (a) Derive the equation for x and the steady amplitude ratio X/Y . (b) Find the condition for X/Y < 1. Explain why the high-frequency response cannot be obtained by simply setting F0 = kY in the fixed-support force-driven formula when b > 0.
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Question 8 - Solution Moving the support is different from applying a force to the mass m k b y x (a) Derivation and calculation m¨x = −k(x −y) −b( ˙x −˙y). m¨x + b ˙x + kx = ky + b ˙y . y = Y cos Ωt ⇒Finput = kY cos Ωt −bΩY sin Ωt. X Y = √ k2 + b2Ω2 (k −mΩ2)2 + b2Ω2 . (b) Result and interpretation For Ω> 0, X/Y < 1 ⇐⇒(k −mΩ2)2 > k2 ⇐⇒ Ω> √ 2k/m . Ω→∞, b > 0 : X/Y ∼b/(mΩ) . b = 0 : X/Y ∼k/(mΩ2). Using F0 = kY omits the velocity-dependent support input and gives the wrong high-frequency behavior for b > 0. Physical check At zero frequency X/Y →1: the mass follows a slowly displaced support.

Question 8

Moving the support is different from applying a force to the mass

A mass mm is connected to a support by a spring kk and viscous damper bb in parallel. The support moves as y=Ycos⁡Ωty=Y\cos\Omega t. Let xx be the absolute mass displacement. Both spring extension and damper velocity depend on relative motion.

Diagram shown in the original SVG worksheet.

  1. Derive the equation for xx and the steady amplitude ratio X/YX/Y.

  2. Find the condition for X/Y<1X/Y<1. Explain why the high-frequency response cannot be obtained by simply setting F0=kYF_0=kY in the fixed-support force-driven formula when b>0b>0.

Question 8 - Solution

Moving the support is different from applying a force to the mass

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

mẍ=−k(x−y)−b(ẋ−ẏ).m\ddot x=-k(x-y)-b(\dot x-\dot y).mẍ+bẋ+kx=ky+bẏ.\boxed{m\ddot x+b\dot x+kx=ky+b\dot y}.y=Ycos⁡Ωt⇒Finput=kYcos⁡Ωt−bΩYsin⁡Ωt.y=Y\cos\Omega t\Rightarrow F_{\mathrm{input}}=kY\cos\Omega t-b\Omega Y\sin\Omega t.XY=k2+b2Ω2(k−mΩ2)2+b2Ω2.\boxed{\frac XY=\sqrt{\frac{k^2+b^2\Omega^2}{(k-m\Omega^2)^2+b^2\Omega^2}}}.

(b) Result and interpretation

For Ω>0\Omega>0,X/Y<1⇔(k−mΩ2)2>k2⇔Ω>2k/m.X/Y<1\iff(k-m\Omega^2)^2>k^2\iff\boxed{\Omega>\sqrt{2k/m}}.Ω→∞,b>0:X/Y∼b/(mΩ).\Omega\to\infty,\ b>0:\quad\boxed{X/Y\sim b/(m\Omega)}.b=0:X/Y∼k/(mΩ2).b=0:\quad X/Y\sim k/(m\Omega^2).Using F0=kYF_0=kY omits the velocity-dependent support input and gives the wrong high-frequency behavior for b>0b>0.

Physical check

At zero frequency X/Y→1X/Y\to1: the mass follows a slowly displaced support.