NivaarExam PrepOfficial exam papers ↗

22-Mec-A2 Kinematics and Dynamics of Machines · December 2019

Question 7 of 8: Simple pendulum striking a wall (impact & free vibration)

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

Notes on this paper

Paper format. National Exams, December 2019 — 16‑Mec‑A2 Kinematics and Dynamics of Machines, 3 hours, open book. Part A (mechanisms & machine dynamics, Q1–Q6) and Part B (mechanical vibration, Q7–Q8). The rubric is “a complete set is five questions: everyone answers Q1 in Part A, one of the two Part B questions, and any three of the remaining six.” Every one of the eight questions is solved here.

Reference texts (subject). R. L. Norton, Design of Machinery, 6th ed. (mobility/number synthesis Ch. 2, position & velocity Ch. 4–6, cam design Ch. 8, epicyclic trains §9.6–9.9, balancing Ch. 13); J. J. Uicker, G. R. Pennock & J. E. 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).

Check — incomplete data (please read). Several figures are printed without dimensions, and the problem statements on the cam (Q5), pendulum (Q7) and helicopter-bed (Q8) pages are fragmentary. Accordingly:

  • Questions whose data survive intact — Q4 (3‑cylinder engine), Q5 (cam timing), Q7 (pendulum impact) — are solved to full numeric answers.
  • The figure‑geometry questions (Q1, Q2, Q3) and the sectional gear train (Q6) carry no printed dimensions. They are solved by complete method, with clearly‑flagged representative geometry so the procedure is fully worked and study‑usable; scale‑free results (mobility, Grashof class, angular‑velocity ratios, the balancing scheme) are exact regardless.
  • Q7’s release angle and Q8’s bed mass / inertia units are assumed; stated assumptions are flagged inline (Check).

Question 7 — Simple pendulum striking a wall (impact & free vibration) (20 marks — Part B)

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.

Mass $m$4 kgString length $L$1 m
Restitution $e$0.9Impact duration $\Delta t$10 ms = 0.010 s
Release angle $\theta_0$90° (assumed)Gravity $g$9.81 m/s$^2$

Find. Natural period; pre/post‑impact speeds and rebound angles for cycles 1–2; average impact force.

m=4 kg θ₀ wall released from θ₀, strikes wall at bottom (e=0.9)
Simple pendulum released from $\theta_0$; the bob strikes a vertical wall at the lowest point and rebounds with speed $ev$.

Approach. Energy conservation on the swing gives the bottom speed; the coefficient of restitution reverses and scales it ($v'=ev$); repeat for successive cycles. The average impact force follows from the impulse–momentum theorem over $\Delta t$.

  1. Natural period (free vibration). For small oscillations the simple‑pendulum period is $$T=2\pi\sqrt{\frac{L}{g}}=2\pi\sqrt{\frac{1}{9.81}}=\boxed{2.006\ \text{s}}\quad(f=0.499\ \text{Hz}).$$ (For a large first swing of $\theta_0=90^\circ$ the amplitude‑corrected period is $\approx2.35$ s; the small‑angle value is the nominal natural period.)
  2. Speed at the wall (cycle 1). Energy conservation from $\theta_0$ to the bottom: $$v_1=\sqrt{2gL(1-\cos\theta_0)}=\sqrt{2(9.81)(1)(1-\cos90^\circ)}=\boxed{4.43\ \text{m/s}}.$$
  3. Rebound (cycle 1). Restitution reverses and scales the speed: $v_1'=e\,v_1=0.9(4.43)=\boxed{3.99\ \text{m/s}}$. It climbs to $$\cos\theta_1=1-\frac{v_1'^2}{2gL}=1-e^2(1-\cos\theta_0)=1-0.81=0.19\ \Rightarrow\ \theta_1=\boxed{79.1^\circ}.$$
  4. Impact force (cycle 1). The momentum reverses from $-mv_1$ to $+mv_1'$, so the impulse is $J_1=m(v_1+v_1')=4(4.43+3.99)=33.7\ \text{N}\cdot\text{s}$, and over $\Delta t=0.010$ s the average force is $$F_{\text{avg},1}=\frac{J_1}{\Delta t}=\frac{33.7}{0.010}=\boxed{3366\ \text{N}}.$$ Kinetic energy lost this impact: $\tfrac12 m v_1^2(1-e^2)=\tfrac12(4)(4.43^2)(0.19)=\boxed{7.46\ \text{J}}.$
  5. Cycle 2. The bob returns from $\theta_1$ to the bottom with the same speed $v_2=v_1'=3.99$ m/s (energy conserved on the free swing), strikes again to $v_2'=e\,v_2=e^2 v_1=3.59$ m/s, rebounding to $\cos\theta_2=1-e^4(1-\cos\theta_0)=0.344\Rightarrow\theta_2=\boxed{69.9^\circ}$, with $F_{\text{avg},2}=m(v_2+v_2')/\Delta t=\boxed{3030\ \text{N}}$. Each cycle the amplitude decays geometrically ($\cos\theta$ climbs as $1-e^{2k}(1-\cos\theta_0)$) and the impact force scales by $e$.
QuantityCycle 1Cycle 2
Natural period $T=2\pi\sqrt{L/g}$2.006 s ($f=0.499$ Hz)
Speed at wall (before)4.43 m/s3.99 m/s
Rebound speed (after)3.99 m/s3.59 m/s
Rebound angle79.1°69.9°
Average impact force3366 N3030 N

Computed for the assumed release $\theta_0=90^\circ$; results scale with $(1-\cos\theta_0)$ — substitute the actual $\theta_0$ if it is known.