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Buckling analysis of plates of arbitrary shape

Published online by Cambridge University Press:  17 February 2009

D. Bucco  and
J. Mazumdar
D. Bucco
Affiliation:
Department of Applied Mathematics, University of Adelaide, Adelaide, South Australia, 5001.
J. Mazumdar
Affiliation:
Department of Applied Mathematics, University of Adelaide, Adelaide, South Australia, 5001.
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Abstract

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A simple and efficient numerical technique for the buckling analysis of thin elastic plates of arbitrary shape is proposed. The approach is based upon the combination of the standard Finite Element Method with the constant deflection contour method. Several representative plate problems of irregular boundaries are treated and where possible, the obtained results are validated against corresponding results in the literature.

Type
Research Article
Information
The ANZIAM Journal , Volume 26 , Issue 1 , July 1984 , pp. 77 - 91
Copyright
Copyright © Australian Mathematical Society 1984

References

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