Research Article
Jun 1969
Elastic Stability of Continuous Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 95, Issue 6
Abstract
Although the flexural-torsional buckling of simply supported I-beams has been investigated extensively, both theoretically and experimentally, comparatively few studies have been made of continuous beams. The theoretical work on this subject is summarized, and a series of experimental studies of small scale continuous I-beams described. This includes 86 buckling tests on four two-span beams and three symmetrical three-span beams, and a number of subsidiary tests. The model beams were of aluminum, and two different cross sections were tested. The experimental results are compared with the theoretical predictions of the elastic critical loads and good agreement is demonstrated for most cases. These experimental results support a simple approximate analysis of the elastic interaction buckling of continuous beams in which three significant combinations of critical loads are used to predict the full range of critical load combinations.
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Published In
Journal of the Structural Division
Volume 95 • Issue 6 • June 1969
Pages: 1295 - 1312
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jun 1969
Published online: Feb 1, 2021
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N. S. Trahair, AM.ASCE
Senior Lecturer in Civ. Engrg., Univ. of Sydney, Sydney, Australia. At time of writing, Visiting Assoc. Prof. of Civ. and Environmental Engrg., Washington Univ., St. Louis, Mo
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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.
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.
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.