Research Article
Mar 1982
Post-Buckling of Plates in Compression and Bending
Publication: Journal of the Structural Division
Volume 108, Issue 3
Abstract
The elastic post-buckling behavior of rectangular plates in combined compression and bending is presented. The theoretical investigation begins with the Marguerre's compatibility equation and proceeds to obtain a solution by the energy method. The computer results are first compared with some available test results. Then the theoretical results are utilized to derive effective width formulas in combined compression and bending. Finally a family of post-buckling strength curves of box sections are presented that are calculated from the derived effective width formulas.
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Published In
Journal of the Structural Division
Volume 108 • Issue 3 • March 1982
Pages: 591 - 609
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Mar 1982
Published online: Feb 1, 2021
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Authors
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Tsutomu Usami, M.ASCE
Assoc. Prof. of Civ. Engrg., Nagoya Univ., Nagoya, Japan
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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.