Damped Simple Harmonic Motion — Question 1

Section 15-7 · Physics pages 2352–2353

Question 1 A decay record separates damping from stiffness A mass m = .50 kg obeys m¨x + b ˙x + kx = 0. Successive positive displacement maxima are separated by Td = .80 s and have ratio xn/xn+1 = 1.50. Assume linear viscous damping. t x Underdamped displacement with exponential bounds; schematic axes. (a) Infer the decay constant β = b/(2m), damping coefficient b, and spring constant k. (b) Compare the damped and undamped periods. Why does substituting Td directly into k = m(2π/T)2 underestimate stiffness?
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Question 1 - Solution A decay record separates damping from stiffness t x (a) Derivation and calculation ωd = 2π/Td = 7.85398 rad/s, xn xn+1 = eβTd. β = ln(1.50)/.800 = .506831 s−1 , b = 2mβ = .506831 kg/s . ω2 0 = ω2 d + β2 ⇒k = m(ω2 d + β2) = 30.9709 N/m . (b) Result and interpretation ω0 = 7.87032 rad/s, T0 = 2π/ω0 = .79834 s < Td . knaive = mω2 d = 30.8425 N/m, k −knaive = mβ2 = .12844 N/m . Peak spacing measures the damped frequency; stiffness determines the undamped frequency. Physical check The correction is positive and tends to zero as the measured peak ratio tends to one.

Question 1

A decay record separates damping from stiffness

A mass m=.50kgm=.50\,\mathrm{kg} obeys mẍ+bẋ+kx=0m\ddot x+b\dot x+kx=0. Successive positive displacement maxima are separated by Td=.80sT_d=.80\,\mathrm{s} and have ratio xn/xn+1=1.50x_n/x_{n+1}=1.50. Assume linear viscous damping.

Diagram shown in the original SVG worksheet.

  1. Infer the decay constant β=b/(2m)\beta=b/(2m), damping coefficient bb, and spring constant kk.

  2. Compare the damped and undamped periods. Why does substituting TdT_d directly into k=m(2π/T)2k=m(2\pi/T)^2 underestimate stiffness?

Question 1 - Solution

A decay record separates damping from stiffness

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

ωd=2π/Td=7.85398rad/s,xnxn+1=eβTd.\omega_d=2\pi/T_d=7.85398\,\mathrm{rad/s},\quad\frac{x_n}{x_{n+1}}=e^{\beta T_d}.β=ln⁡(1.50)/.800=.506831s−1,b=2mβ=.506831kg/s.\boxed{\beta=\ln(1.50)/.800=.506831\,\mathrm{s^{-1}}},\quad\boxed{b=2m\beta=.506831\,\mathrm{kg/s}}.ω02=ωd2+β2⇒k=m(ωd2+β2)=30.9709N/m.\omega_0^2=\omega_d^2+\beta^2\Rightarrow\boxed{k=m(\omega_d^2+\beta^2)=30.9709\,\mathrm{N/m}}.

(b) Result and interpretation

ω0=7.87032rad/s,T0=2π/ω0=.79834s<Td.\omega_0=7.87032\,\mathrm{rad/s},\qquad\boxed{T_0=2\pi/\omega_0=.79834\,\mathrm s<T_d}.knaive=mωd2=30.8425N/m,k−knaive=mβ2=.12844N/m.k_{\mathrm{naive}}=m\omega_d^2=30.8425\,\mathrm{N/m},\quad\boxed{k-k_{\mathrm{naive}}=m\beta^2=.12844\,\mathrm{N/m}}.Peak spacing measures the damped frequency; stiffness determines the undamped frequency.

Physical check

The correction is positive and tends to zero as the measured peak ratio tends to one.