Research Article
Feb 1968
Elasto-Plastic Bending of Rectangular Plates
Authors: Tung H. Lin, M.ASCE, and Ernest Y. HoAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 94, Issue 1
Abstract
A method is given to analyze the bending of rectangular plates loaded beyond the elastic limit. Plastic strains are treated as equivalent lateral loads and edge moments. The method can be applied to materials with arbitrary stress-strain characteristics under arbitrary sequence of loading conditions, including reversed and repeated loadings. A numerical example of calculating the stress distribution and deflection surface of a rectangular plate under uniform lateral load beyond elastic limit is given. The calculated plastic strain distribution and deflections are shown.
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Published In
Journal of the Engineering Mechanics Division
Volume 94 • Issue 1 • February 1968
Pages: 199 - 210
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Feb 1968
Published online: Feb 3, 2021
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Authors
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Tung H. Lin, M.ASCE
Prof. of Engrg., Univ. of California, Los Angeles, Calif.
Ernest Y. Ho
Postgraduate Research Engr., Univ. of California, Los Angeles, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.