Brief Report
Dec 1980
Effect of Openings on Lateral Buckling of Beams
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VIEW THE REPLYAuthors: Alexander Coull, F.ASCE, and Maria C. AlvarezAuthor Affiliations
Publication: Journal of the Structural Division
Volume 106, Issue 12
Abstract
The present paper describes a series of test on slender model cantilever beams containing a set of rectangular or circular openings along the center line of the beam, in which the size and spacing of the opening were varied. The beams were subjected to tip shear loads, and results are given to illustrate the influence of the relative size of the openings on the buckling loads which were determined by a modified Southwell Plot. The experimental results have been compared with approximate theoretical values based on an equivalent beam flexural rigidity.
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Published In
Journal of the Structural Division
Volume 106 • Issue 12 • December 1980
Pages: 2553 - 2560
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© 1980 American Society of Civil Engineers.
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Published in print: Dec 1980
Published online: Feb 1, 2021
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Authors
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Alexander Coull, F.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Glasgow, Scotland
Maria C. Alvarez
Consulting Civ. Engr., Bogota, Colombia
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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.