Research Article
Jan 1957
Thick Rectangular Plates on an Elastic Foundation
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 122, Issue 1
Abstract
The governing equations and their solutions for the bending of thick rectangular plates resting on elastic foundations are presented using the theory of plates developed by Eric Reissner. An examination of various types of fixity of edges involving three boundary conditions is presented, and it is shown that the Levy and Navicr solutions can be used.
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© 1957 American Society of Civil Engineers.
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Published in print: Jan 1957
Published online: Feb 10, 2021
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Daniel Frederick, JM.ASCE
Associate Prof. of Applied Mechanics, Virginia Polytechnic Inst., Blacksburg, Va.
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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.