Brief Report
Aug 1971
Elastic Buckling of Beam Flange Plates
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 4
Abstract
The objective herein is to investigate the effect of nonuniform distribution of forces. The effect of shear and compression interaction on the buckling of beam flange plates is studied for plates assumed to be simply supported on 3 edges and free on one longitudinal edge. The effect of restraints on the connected longitudinal edge is not studied. Its effect on uniformly compressed plates has been investigated by others. Also from test results, it appears that the effect of web restraint is negligible.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 4 • August 1971
Pages: 1329 - 1336
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Aug 1971
Published online: Feb 3, 2021
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Kuang-Han Chu, F.ASCE
Prof. of Civ. Engrg., Illinois Inst. of Technol., Chicago, IL
Albert J. Gouwens, AM.ASCE
Struct. Engr.; Design Res. Sec., Portland Cement Assoc., Skokie, IL
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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.