Engineering Mechanics: Statics & Dynamics (14th Edition)

Published by Pearson
ISBN 10: 0133915425
ISBN 13: 978-0-13391-542-6

Chapter 22 - Vibrations - Section 22.2 - Energy Methods - Problems - Page 661: 34

Answer

$$\ddot{\theta}+468 \theta=0 $$

Work Step by Step

Kinematics: Since no slipping occurs, $s_G=0.1 \theta$ hence $s_F=\frac{0.3}{0.1} S_G=0.3 \theta$. Also $$ \begin{aligned} & v_G=0.1 \dot{\theta} . \\ & E=T+V \\ & E=\frac{1}{2}\left[(3)(0.125)^2\right] \dot{\theta}^2+\frac{1}{2}(3)(0.1 \theta)^2+\frac{1}{2}(400)(0.3 \theta)^2=\text { const. } \\ & \quad=0.03844 \dot{\theta}^2+18 \theta^2 \\ & 0.076875 \ddot{\theta} \ddot{\theta}+36 \theta \dot{\theta}=0 \\ & 0.076875 \dot{\theta}(\ddot{\theta}+468.29 \theta)=0 \text { Since } 0.076875 \theta \neq 0 \\ & \ddot{\theta}+468 \theta=0 \end{aligned} $$
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