Research Article
Nov 1978
Local, Distortional, and Lateral Buckling of I-Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 11
Abstract
The finite strip method is used to study the local, distortional, and flexural-torsional modes of buckling of I-beams bent about their major axis. The interaction between these modes is investigated. The buckling loads so determined are compared with those derived using the simpler but approximate theories normally used to design against specific buckling modes. The effect of lateral and torsional restraints on the buckling modes is investigated. A design chart for the local buckling stress of I-beams subjected to major axis moment is presented.
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Published In
Journal of the Structural Division
Volume 104 • Issue 11 • November 1978
Pages: 1787 - 1798
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Nov 1978
Published online: Feb 1, 2021
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Authors
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Gregory J. Hancock
Lect., School of Civ. Engrg., Univ. of Sydney, New South Wales, Australia
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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.