TECHNICAL PAPERS
Jun 1, 1989

Circular Plate Analysis by Finite Differences: Energy Approach

Publication: Journal of Engineering Mechanics
Volume 115, Issue 6

Abstract

A numerical method of elastic analysis of thin circular plates under various axisymmetric loading and support conditions is presented. The method of analysis is based on the finite‐difference procedure in the variational formulation (energy approach) and can be regarded as being equivalent to the finite‐element method. A simple computer program was developed and tested on a number of illustrative examples. In most cases the obtained results exhibited a much higher level of accuracy as compared to those obtained from the finite‐element analysis. And, most importantly, in each of the cases considered the number of unknowns involved is only half of that employed in the particular finite‐element procedure (using the simplest finite element).

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References

1.
Atkatsh, R. S., Baron, M. L., and Bieniek, M. P. (1980). “A finite difference variational method for bending of plates.” Computers and Struct. 11, 573–577.
2.
Bielewicz, E., Wachowiak, J., and Wilde, P. (1967). “Statics of an umbrella roof.” Archiwum Inz. Lad.‐T. XIII‐Z, (in Polish), 167–180.
3.
Crandall, S. H. (1956). Engineering analysis—A survey of numerical procedures. McGraw‐Hill Book Co., Inc., New York, N.Y.
4.
Fung, Y. C. (1965). Foundations of solid mechanics. Prentice‐Hall, Inc., New York, N.Y.
5.
Melerski, E. (1986). “Numerical analysis of a hyperbolic‐paraboloid shell foundation.” Proc. 10th Australasian Confl on the Mechanics of Structures and Materials. Adelaide (Australia), 107–112.
6.
Rockey, K. C., Vans, H. R., Griffiths, D. W., and Nethercot, D. A. (1975). The flnite element method. Granada.
7.
Roy, J. R. (1971). “Numerical error in structural solutions.” J. Struct. Engrg., ASCE, 97(ST4), 1039–1054.
8.
Stiefel, E. L. (1963). Numerical mathematics. Academic Press, New York, N.Y.
9.
Timoshenko, S. P., and Wojnowsky‐Krieger, S. (1959). Theory of plates and shells. McGraw‐Hill Book Co., Inc., New York, N.Y.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 115Issue 6June 1989
Pages: 1205 - 1224

History

Published online: Jun 1, 1989
Published in print: Jun 1989

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Authors

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Edmund Melersk
Lect., Dept. of Civ. and Mech. Engrg., Univ. of Tasmania, Hobart, Australia, 7001

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