Research Article
Jun 1972
Moment-Rotation Curves for Locally Buckling Beams
Authors: J. Jay Climenhaga and R. Paul JohnsonAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 6
Abstract
Tests on composite steel-concrete beams have shown these sections to be highly susceptible to local buckling under negative bending. To further the application of plastic design to continuous composite beams an approxiamte method of predicting the moment-rotation curve of a locally buckling I-shape is developed. The method is based on the upper-bound plastic limit theorem. Solutions are given for two buckling mechanisms and their applicability is determined from test results and web slenderness criteria. Comparisons between the theoretical predictions and several test curves show consistently conservative, but reasonable agreement.
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Published In
Journal of the Structural Division
Volume 98 • Issue 6 • June 1972
Pages: 1239 - 1254
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jun 1972
Published online: Feb 1, 2021
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Affiliations
J. Jay Climenhaga
Design Engr., John Stephenson and Assoc. Ltd., Toronto, Canada, formerly, Research Asst., Univ. of Cambridge, Cambridge, England
R. Paul Johnson
Prof. of Civ. Engrg., Univ. of Warwick, England
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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.
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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.