Research Article
Oct 1962
Stability of Plates under Partial Edge Loading
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 88, Issue 5
Abstract
Solutions to plate stability problems involving rectangular plates under partial edge compression; 7 different load combinations are investigated for clamped and simply supported plates having height-to-width ratios of 1/3 to 3; results are presented in form of charts, with buckling coefficients plotted as function of plate shape for each loading case; cricital load is obtained by generating equations for varying load intensity and then finding intensity at which determinant of system is zero.
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Published In
Journal of the Engineering Mechanics Division
Volume 88 • Issue 5 • October 1962
Pages: 67 - 86
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Oct 1962
Published online: Feb 3, 2021
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Authors
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Richard N. White, AM.ASCE
Asst. Prof. of Civ. Engrg., Cornell Univ., Ithaca, N. Y.
Willard S. Cottingham
Prof. of Civ. Engrg., Univ. of Wisconsin, Madison, Wis.
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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.