Vibration of Rectangular Plates Point-Supported at the Corners

Author:

Cox Hugh L.,Boxer Jack

Abstract

SummaryThe fundamental frequencies of flexural vibration are determined for uniform isotropic rectangular plates that have free edges and pinpoint supports at the four corners. For the particular case of a square plate the lowest five frequencies and mode shapes have been determined. The second frequency is most unusual, since an infinite number of mode shapes exist with identical frequencies. Finite difference expressions, which simplify the treatment of the free boundaries for definite values of Poisson's ratio, are used in conjunction with extrapolation procedures to obtain the approximate solutions.

Publisher

Cambridge University Press (CUP)

Subject

General Engineering

Reference5 articles.

1. Vibrations of Free Square Plates: Part 1—Normal Vibrating Modes.;Waller;Proceedings of the London Physical Society

2. Livesley R. K. and Birchaix P. C. Analysis of a Loaded Cantilever Plate by Finite Difference Methods. Royal Aircraft Establishment Technical Note M.S. 26, p. 15, June 1956.

3. Numerical Computation of Buckling Loads by Finite Differences.;Salvadori;Transactions of the American Society of Civil Engineers,1951

4. Jensen V. P. Analysis of Skew Slabs. University of Illinois Engineering Experimental Station Bulletin No. 332, pp. 48–49, 1941.

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