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22-Mec-A2 Kinematics and Dynamics of Machines · May 2017

Question 5 of 6: Base-excited quarter-car — steady-state amplitudes

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper: National Exams — May 2017 · 16-Mec-A2 Kinematics and Dynamics of Machines · 3 hours, open book · Answer five of six questions (Part A mechanisms/machine dynamics Q1–4, Part B vibration Q5–6). Marks: 20 each. All six questions are solved here.

Reference texts (subject). R. L. Norton, Design of Machinery, 6th ed. (mobility Ch. 2, cams Ch. 8, epicyclic/compound trains §9.6–9.9, balancing Ch. 13); Uicker, Pennock & Shigley, Theory of Machines and Mechanisms, 5th ed.; C. E. Wilson & J. P. Sadler, Kinematics and Dynamics of Machinery, 3rd ed.; S. S. Rao, Mechanical Vibrations, 6th ed. (Part B, Ch. 3 base excitation, Ch. 6 multi-DOF torsional).

Question 5: Base-excited quarter-car — steady-state amplitudes (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

$m$$k$$c$wavelength $a$road amplitude $b$
100 kg10000 N/m100 $\text{N}\cdot\text{s/m}$1.75 m0.05 m

The wheel follows the road, so the base displacement is $y(t)=b\sin\omega t$ with forcing frequency $\omega=2\pi v/a$.

Find. the absolute steady-state amplitude $X$ of the mass at $\omega=0.8\omega_n,\ 1.0\omega_n,\ 1.1\omega_n$.

kcmvy_h = b sin(2πx/a)
Single-DOF bounce model: mass $m$ on spring $k$ and damper $c$, base driven by the sinusoidal road $y_h=b\sin(2\pi v t/a)$ through the (massless) wheel. This is classical harmonic base excitation.

Model and transmissibility

The equation of motion for base excitation is $m\ddot x+c(\dot x-\dot y)+k(x-y)=0$, i.e. $m\ddot x+c\dot x+kx=c\dot y+ky$. For $y=b\sin\omega t$ the steady-state absolute amplitude is $X=b\,T_d$, with the displacement transmissibility

$$T_d=\frac{X}{b}=\sqrt{\frac{1+(2\zeta r)^2}{(1-r^2)^2+(2\zeta r)^2}},\qquad r=\frac{\omega}{\omega_n}.$$

System constants:

$$\omega_n=\sqrt{k/m}=\sqrt{10000/100}=10\ \text{rad/s},\qquad \zeta=\frac{c}{2\sqrt{km}}=\frac{100}{2\sqrt{10^{6}}}=0.05.$$

The road speed for each case, $v=\dfrac{\omega a}{2\pi}=\dfrac{r\,\omega_n a}{2\pi}$, is listed for reference.

0.81.01.1frequency ratio r = ω/ωₙT_d = X/Y
Displacement transmissibility $T_d(r)$ for $\zeta=0.05$. The three operating points $r=0.8,\,1.0,\,1.1$ are marked; the response is largest at resonance ($r=1$), where light damping gives $T_d\approx1/(2\zeta)$.

Amplitudes at the three speeds

Case $r=\omega/\omega_n$Road speed $v$$T_d=X/b$Amplitude $X$
0.82.23 m/s2.720.136 m
1.0 (resonance)2.79 m/s10.050.503 m
1.13.06 m/s4.240.212 m

Sample check at $r=1$: $T_d=\sqrt{\dfrac{1+(2\cdot0.05\cdot1)^2}{0+(0.1)^2}}=\sqrt{\dfrac{1.01}{0.01}}=10.05$, so $X=0.05(10.05)=\boxed{0.503\ \text{m}}$ — a tenfold amplification of the 50 mm road bump. Just above resonance ($r=1.1$) the amplitude has already dropped to 0.21 m, and by $r=0.8$ to 0.14 m; a light-damped bounce system is worst exactly at the resonant road speed.

QuantityValue
Natural frequency $\omega_n$ / damping $\zeta$10 rad/s / 0.05
Amplitude at $r=0.8$0.136 m ($T_d=2.72$)
Amplitude at $r=1.0$0.503 m ($T_d=10.05$)
Amplitude at $r=1.1$0.212 m ($T_d=4.24$)