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22-Mec-A2 Kinematics and Dynamics of Machines · Undated paper

Question 6 of 7: Pendulum striking a wall — restitution and period

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

Notes on this paper

Paper: National Exams — 16-Mec-A2 Kinematics and Dynamics of Machines · 3 hours, open book · Rubric: answer Q1 (compulsory) plus any four of Q2–Q7. Marks: 20 each. All seven questions are solved here.

Reference texts (subject). R. L. Norton, Design of Machinery, 6th ed. (mobility Ch. 2, synthesis Ch. 3, velocity/acceleration Ch. 6–7, cams Ch. 8, epicyclic 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 multi-DOF torsional Ch. 6, impact Ch. 1).

Note — figures printed without dimensions. Every figure on this paper is printed without dimensions, and several carry inconsistent numbers (e.g. Q4 shows two conflicting tooth-count sets, and a ring $N_3=20$ cannot mesh a sun $N_1=32$; Q5 prints $AG_3=BG_3=82.5$ mm with $AB=179$ mm, a geometrically impossible triangle). The methods below are exact and complete; where a numerical answer depends on figure geometry (Q2, Q5) or on internally inconsistent data (Q4), the adopted reading is stated explicitly and the value is flagged as representative. Scale-free results (mobility, Grashof class, angular-velocity ratios, transmission-angle location, mode shapes, non-dimensional natural frequencies) are exact regardless of the figure dimensions.

Question 6: Pendulum striking a wall — restitution and period (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. Simple pendulum $L=2$ m, $m=1$ kg, released from rest at $\theta_0=10^\circ$; a vertical wall at the equilibrium (bottom) position; COR $e=0.85$; contact time $\tau=5$ ms; $g=9.81$ m/s$^2$.

Find. The oscillation period for the 1st and 2nd cycles (and the supporting impact/amplitude quantities).

Approach. Use the small-angle isochronous period for the free swing; the wall (at the vertical) turns the motion into a sequence of one-sided swings whose period is unchanged by amplitude but includes the brief contact; energy methods give the impact speed, restitution the rebound and amplitude decay.

pivot O θ₀=10° wall impact at bottom
Fig. 6. The bob is released at $10^\circ$, swings down to the wall at the vertical, rebounds with speed $ev$, and climbs to a slightly smaller angle each cycle.
  1. Free natural period (isochronous). For small amplitude, $$T=2\pi\sqrt{\frac{L}{g}}=2\pi\sqrt{\frac{2}{9.81}}=\boxed{2.837\ \text{s}}.$$ This is independent of amplitude, so the natural period is the same for the 1st and 2nd cycles — the wall reduces the swing amplitude, not the period.
  2. Effect of the wall on the cycle. With the wall at the vertical, the bob swings only on one side. The time between successive impacts is a half free-period plus the contact time: $$T_{\text{cycle}}=\tfrac{1}{2}T+\tau=1.418+0.005=\boxed{1.423\ \text{s}}\quad(\text{1st}= \text{2nd}).$$
  3. Impact speed and rebound. Energy from release to the bottom: $v_0=\sqrt{2gL(1-\cos\theta_0)}=\sqrt{2(9.81)(2)(1-\cos10^\circ)}=0.772$ m/s. Restitution: $v_0'=e\,v_0=0.85(0.772)=0.656$ m/s.
  4. Amplitude decay. Each rebound climbs to $\cos\theta_{k}=1-\dfrac{v_k'^2}{2gL}$, giving $\theta_0=10^\circ\to\theta_1=8.50^\circ\to\theta_2=7.22^\circ$ (amplitude scales roughly as $e$ per impact).
  5. Impulsive wall force. The momentum reverses, so incoming and rebound speeds add: $$\bar F=\frac{m(v_0+v_0')}{\tau}=\frac{1(0.772+0.656)}{0.005}=\boxed{285.7\ \text{N}}.$$
QuantityValue
Free natural period $T$2.837 s (1st = 2nd, isochronous)
Constrained cycle period (wall + contact)1.423 s
Impact speed / rebound0.772 / 0.656 m/s
Amplitude: $\theta_0\to\theta_1\to\theta_2$10° → 8.50° → 7.22°
Average impulsive force285.7 N