Research Article
Dec 1965
Restraints Against Elastic Lateral Buckling
Publication: Journal of the Engineering Mechanics Division
Volume 91, Issue 6
Abstract
A theoretical investigation is given of the influence of torsional and lateral restraints on the elastic critical load of a centrally-loaded, simply-supported beam buckling laterally. The results of the study are presented graphically. To simplify appreciation of the results, a conservative approximation is made for the restraint conditions necessary to develop the maximum load capacity of the elastic beam for the types of restraint considered. Expressions are given for the conservative restraint conditions and the maximum critical load.
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Published In
Journal of the Engineering Mechanics Division
Volume 91 • Issue 6 • December 1965
Pages: 1 - 10
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 3, 2021
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Authors
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Lewis C. Schmidt, M.ASCE
Senior Lecturer in Civ. Engrg., Univ. of Melbourne, Parkville, Victoria, Australia.
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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.