Research Article
Jun 1973
Coupled Local Buckling in Wide-Flange Beam-Columns
Publication: Journal of the Structural Division
Volume 99, Issue 6
Abstract
A formulation has been developed that can form the basis for elastic or inelastic analysis of thin-walled beams with local and member buckling interaction. A finite element model was developed from this formation for elastic wide-flange beam which has 11 degrees-of-freedom at each node. The model yields good results for flange local buckling. The results verify that for wide-flange sections in the elastic range, the interactive effect is normally small, and local and member buckling are initiated as relatively detached phenomenon.
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Published In
Journal of the Structural Division
Volume 99 • Issue 6 • June 1973
Pages: 1003 - 1023
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 1, 2021
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Sundaramoorthy Rajasekaran
Post-Doctoral Fellow, Univ. of Alberta, Edmonton, Alberta, Canada; on leave from P.S.G. Coll. of Tech., Coimbatore, India
David W. Murray, AM.ASCE
Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada
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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.