TECHNICAL PAPERS
Jan 1, 1987

Finite Difference Solutions of Reissner's Plate Equations

Publication: Journal of Engineering Mechanics
Volume 113, Issue 1

Abstract

A finite difference approach to the Reissner's theory of plate bending is presented. The theory for the numerical analysis of rectangular plates is presented. The results of an example of a plate with simply supported edges are compared with other forms of solution, i.e., finite element, etc., for the uniformly loaded and concentrated load situations. The numerical analysis procedure for simply supported, fixed, free, and combinations of the three type rectangular plates is presented along with methods of solution.

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References

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Clough, R. W., and Felyipa, C. A., “A Refined Quadrilateral Element for Analysis of Plate Bending,” Proceedings, 2nd Conference on Matrix Methods in Structural Mechanics, Wright‐Patterson AFB, Ohio, 1968.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 1January 1987
Pages: 31 - 48

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Published online: Jan 1, 1987
Published in print: Jan 1987

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R. John Craig
Prof., Dept. of Civ. and Environmental Engrg., New Jersey Inst. of Tech., Newark, NJ 07102

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