22-Mec-A2 Kinematics and Dynamics of Machines · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
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 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 kg | 10000 N/m | 100 $\text{N}\cdot\text{s/m}$ | 1.75 m | 0.05 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 $\omega=0.8\omega_n,\ 1.0\omega_n,\ 1.1\omega_n$.
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.
| Case $r=\omega/\omega_n$ | Road speed $v$ | $T_d=X/b$ | Amplitude $X$ |
|---|---|---|---|
| 0.8 | 2.23 m/s | 2.72 | 0.136 m |
| 1.0 (resonance) | 2.79 m/s | 10.05 | 0.503 m |
| 1.1 | 3.06 m/s | 4.24 | 0.212 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.
| Quantity | Value |
|---|---|
| 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 ($T_d=4.24$) |