Research Article
Jan 1981
Interaction Buckling in I-Section Columns
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 107, Issue 1
Abstract
The interaction between local and Euler buckling in an imperfect I-section column produces an adverse effect on its strength. Analytical models based on the effective section method and the finite strip method which account for interaction buckling are compared with tests performed by Kalyanaraman, Pekoz, and Winter (1977). A design method based on the SSRC column curves is proposed to account for the effects of interaction buckling in I-section columns. This design method is also compared with the tests.
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Published In
Journal of the Structural Division
Volume 107 • Issue 1 • January 1981
Pages: 165 - 179
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jan 1981
Published online: Feb 1, 2021
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Authors
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Gregory J. Hancock
Sr. Lect. in Civ. Engrg., Univ. of Sydney, New South Wales, 2006, 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.