The Role of Beam Flexibility and Ground Contact Model in the Clattering of Deformable Beams

Author:

Bao Zhongping1,Goyal Suresh2,Leu Liang-Jenq3,Mukherjee Subrata1

Affiliation:

1. Department of Theoretical and Applied Mechanics, Cornell University, Ithaca, NY 14853

2. Wireless Research Laboratory, Lucent Technologies, Bell Laboratories, 600 Mountain Avenue, Rm. 1B-212, Murray Hill, NJ 07974

3. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, 10617

Abstract

It has been shown in previous research that, relative to (the usually considered case of) a single impact, multiple impacts (clattering) of rigid casings can greatly enhance the probability of failure of fragile components mounted on or inside them. This paper addresses the important issues of the roles of casing flexibility and contact model in the above situation. A finite element analysis of clattering of a Timoshenko beam is carried out here. Dependence of the maximum change in average velocity due to impact, on the beam stiffness and coefficient of restitution, are studied here.

Publisher

ASME International

Subject

Computer Science Applications,Mechanical Engineering,Instrumentation,Information Systems,Control and Systems Engineering

Reference17 articles.

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3. Ayre, R. S., 1988, “Transient Response to Step and Pulse Functions,” Shock and Vibration Handbook, 3rd edition, Harris, C. M., eds., McGraw-Hill, New York.

4. Newton, R. E., 1988, “Theory of Shock Isolation,” Shock and Vibration Handbook, 3rd edition, Harris, C. M., eds., McGraw-Hill, New York.

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