22-Mec-A2 Kinematics and Dynamics of Machines · December 2018
Question 6 of 7: Plastic impact on a mass–spring–damper
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Reference texts (subject). R. L. Norton, Design of Machinery, 6th ed. (number synthesis & mobility 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: single-DOF transient Ch. 2–4, multi-DOF Ch. 5–6). Open-book exam; everyone answers Q1, then any three of Part A (Q2–Q5) and one of Part B (Q6–Q7). Every question is solved here.
Question 6 (Part B): Plastic impact on a mass–spring–damper (20 marks)
Given. Falling block $m_b=0.25m=0.5$ kg, initial speed $2$ m/s downward, drop height $10$ m. Primary system $m=2$ kg, $k=2000$ N/m, $c=20$ N·s/m, initially at rest. Perfectly plastic (stick) collision.
Find. the ensuing motion $x(t)$ after impact.
Left: primary mass-spring-damper with the $0.25m$ block falling onto it. Right: the ensuing motion — an underdamped free vibration about the new equilibrium, amplitude $\approx0.10$ m decaying as $e^{-4t}$ at $\omega_d=28$ rad/s.
Approach. Get the block’s impact speed by energy; apply impulse–momentum through the (instantaneous) plastic collision to get the common post-impact velocity; then solve the underdamped free-vibration initial-value problem about the shifted equilibrium.
Impact speed of the block.
$$v_{\text{imp}}=\sqrt{v^2+2gh}=\sqrt{2^2+2(9.81)(10)}=14.15\ \text{m/s (down)}.$$
Plastic collision (momentum). The spring/damper impulses are negligible during the instantaneous impact, so
$$v_0=\frac{m_b\,v_{\text{imp}}}{m+m_b}=\frac{0.5(14.15)}{2.5}=\boxed{2.83\ \text{m/s (down)}}.$$
Half the kinetic energy is lost in the perfectly plastic collision.
Post-impact system parameters. The stuck mass is $M=2.5$ kg, so
$$\omega_n=\sqrt{k/M}=28.3\ \text{rad/s},\quad \zeta=\frac{c}{2\sqrt{kM}}=0.141\ (\text{underdamped}),\quad \omega_d=\omega_n\sqrt{1-\zeta^2}=28.0\ \text{rad/s}.$$
Initial conditions about the new equilibrium. Adding the block lowers the static equilibrium by $\delta=m_b g/k=2.45$ mm. Measuring $x$ (down positive) from the new equilibrium, at $t=0$ the mass is at the old rest point, i.e. $x_0=-\delta=-2.45$ mm and $\dot x_0=+2.83$ m/s.
Ensuing motion. The underdamped free response is
$$x(t)=e^{-\zeta\omega_n t}\!\left[x_0\cos\omega_d t+\frac{\dot x_0+\zeta\omega_n x_0}{\omega_d}\sin\omega_d t\right],$$
$$\boxed{x(t)=e^{-4t}\big[-0.0025\cos(28.0\,t)+0.101\sin(28.0\,t)\big]\ \text{m}.}$$
The mass oscillates with an initial amplitude $\approx0.10$ m at $\omega_d=28$ rad/s ($f_d=4.46$ Hz), decaying as $e^{-4t}$ (time constant $0.25$ s), and settles at the new equilibrium $2.45$ mm below the original rest position.