Research Article
Jul 1958
Cylindrical Bending of Elastic Plates
Publication: Journal of the Engineering Mechanics Division
Volume 84, Issue 3
Abstract
The effect of shear deformation on strong cylindrical bending of an elastic plate under uniform transverse load is considered. A system of differential equations governing the problem is stated, utilizing the refined theory of plates due principally to Reissner and Eringen. The problem is solved and graphs are given, from which numerical results are obtainable. The solution is compared with the corresponsing result of the classical theory.
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Published In
Journal of the Engineering Mechanics Division
Volume 84 • Issue 3 • July 1958
Pages: 1692-1 - 1692-11
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Jul 1958
Published online: Feb 3, 2021
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S.J. Medwadowski, AM.ASCE
Head, Structural Dept., John A. Carollo, Cons. Engrs., Berkeley, Calif.
K.S. Pister, JM.ASCE
Associate Prof. of Civ. Eng., Univ. of California, Berkeley, Calif.
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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.