Research Article
Apr 1958
On Inelastic Buckling in Steel
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 84, Issue 2
Abstract
On re-examination of problem of plate buckling in inelastic range, it was found that steel columns and plates can be compressed beyond yield point and even into strain hardening range without buckling; theoretical results for required geometric proportions presented and compared with experimental results obtained from tests on model columns, angles and WF-beams.
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Published In
Journal of the Engineering Mechanics Division
Volume 84 • Issue 2 • April 1958
Pages: 1581-1 - 1581-48
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Apr 1958
Published online: Feb 3, 2021
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Geerhard Haaijerl
Formerly Research Associate, Fritz Eng. Lab., Lehigh Univ., presently Research Eng., Appl. Research Lab., U. S. Steel Corp., Monroeville, Pa.
Bruno Thürlimann, AM.ASCE
Research Associate Prof., Fritz Lab., Lehigh Univ., Bethlehem, Pa.
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