Mechanical Vibrations — Question 7

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Question 7

A mass–spring–damper system has m=2kgm=2\,\mathrm{kg}, c=4Ns/mc=4\,\mathrm{N\,s/m} and k=20N/mk=20\,\mathrm{N/m}. Forcing is F0cos⁡ωtF_0\cos\omega t, where F0>0F_0>0 is fixed and ω>0\omega>0. Consider its steady periodic response. Let XX be displacement amplitude and VV be velocity amplitude.

Tasks

  1. Derive the cosine and sine coefficients of the steady response and express XX and VV in terms of ω\omega.

  2. Find the frequency that maximizes displacement amplitude and its maximum value.

  3. Independently find the frequency that maximizes velocity amplitude and its maximum value.

  4. At the velocity-maximizing frequency, determine the displacement phase relative to the applied force. Explain why a request for the ’resonant frequency’ needs a specified response quantity.

Original worksheet page 1: question and worked solution for 3-11-007
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Question 7 – Solution

Strategy. Different measured quantities introduce different frequency factors; optimize their amplitudes separately.

Step 1: Match harmonic coefficients. Set x=Acos⁡ωt+Bsin⁡ωtx=A\cos\omega t+B\sin\omega t. The equation 2x″+4x′+20x=F0cos⁡ωt2x''+4x'+20x=F_0\cos\omega t gives (20−2ω2)A+4ωB=F0,−4ωA+(20−2ω2)B=0.(20-2\omega^2)A+4\omega B=F_0,\qquad -4\omega A+(20-2\omega^2)B=0. Writing Δ=(20−2ω2)2+16ω2>0\Delta=(20-2\omega^2)^2+16\omega^2>0, we obtain A=F0(20−2ω2)Δ,B=4F0ωΔ,X=F0Δ,V=ωX.A=\frac{F_0(20-2\omega^2)}{\Delta},\quad B=\frac{4F_0\omega}{\Delta},\quad \boxed{X=\frac{F_0}{\sqrt\Delta},\quad V=\omega X.} The homogeneous roots are −1±3i-1\pm 3i, so all initial-data transients decay and this periodic response is the long-time motion.

Step 2: Maximize displacement. Complete the square: Δ=4[(ω2−8)2+36].\Delta=4[(\omega^2-8)^2+36]. It has its unique minimum for ω>0\omega>0 at ωX=22s−1\omega_X=2\sqrt 2\,\mathrm{s^{-1}}. Therefore Xmax=F0/12\boxed{X_{\max}=F_0/12} in meters when F0F_0 is expressed in newtons.

Step 3: Maximize velocity. Divide the amplitude denominator by ω\omega: V=F0(20/ω−2ω)2+16.V=\frac{F_0}{\sqrt{(20/\omega-2\omega)^2+16}}. This is largest exactly when 20/ω−2ω=020/\omega-2\omega=0, giving ωV=10s−1,Vmax=F0/4\boxed{\omega_V=\sqrt{10}\,\mathrm{s^{-1}},\qquad V_{\max}=F_0/4} in meters per second when F0F_0 is in newtons. The spring and inertial contributions to this denominator cancel there.

Step 4: Interpret the phase and the two maxima. At ω=10\omega=\sqrt{10}, A=0A=0 and B=F0/(410)>0B=F_0/(4\sqrt{10})>0. Thus x=[F0/(410)]sin⁡(10t)x=[F_0/(4\sqrt{10})]\sin(\sqrt{10}t), a displacement lag of π/2\pi/2 behind the cosine force. Its displacement amplitude is smaller than F0/12F_0/12, even though its velocity amplitude is largest. The displacement peak, velocity peak and undamped natural frequency need not all coincide; the response quantity must be named.

Original worksheet page 2: question and worked solution for 3-11-007

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