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RESEARCH PAPERS: Vibrations Papers

The Resonant Response of a Rectangular Plate With an Elastic Edge Restraint

[+] Author and Article Information
D. M. Egle

School of Aerospace, Mechanical and Nuclear Engineering, University of Oklahoma, Norman, Okla.

J. Eng. Ind 94(2), 517-525 (May 01, 1972) (9 pages) doi:10.1115/1.3428184 History: Received May 11, 1971; Online July 15, 2010

Abstract

An analysis of a plate, simply supported on three edges and elastically restrained on the fourth, excited by a concentrated load with a harmonic time history, is used to study the peak resonant response of the plate for several configurations and a wide range of edge restraint. Classical thin plate theory is employed with a complex elastic modulus to account for energy dissipation. An approximate method, based on a single term normal mode solution, is developed for calculating the limits of the peak resonant response for arbitrary edge restraint.

Copyright © 1972 by ASME
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