Research Article
Jun 1977
Examination of Plate Post-Buckling Behavior
Authors: James Rhodes and James M. HarveyAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 103, Issue 3
Abstract
The main results of a number of previous papers by the writers on plate post-buckling behavior are summarized, and additional results for specific plate problems are presented in the form of simple expressions relating load, deflections, end displacements, and stresses. The plates are assumed to be simply supported on the loaded boundaries, and the unloaded edges are either elastically restrained against rotation or completely free. The applied loading may be concentric or eccentric to the center line, and the effects of initial imperfections are taken into account. A multiterm energy approach is used to obtain the buckling stresses, and the buckled form produced by this analysis is then used in a semienergy analysis of the post-buckling behavior. The theoretical results are shown to agree closely with experimental results of the writers and of other researchers.
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Published In
Journal of the Engineering Mechanics Division
Volume 103 • Issue 3 • June 1977
Pages: 461 - 478
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jun 1977
Published online: Feb 3, 2021
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James Rhodes
Lect., Dept. of Mechanics of Materials, Univ. of Strathclyde, Glasgow, Scotland
James M. Harvey
Prof., Dept. of Mechanics of Materials, Univ. of Strathclyde, Glasgow, Scotland
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