Research Article
Oct 1970
Flexible Plate Finite Element on Elastic Foundation
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 96, Issue 10
Abstract
A step-by-step linear incremental procedure for large deflection analyses of plates on elastic foundations using finite elements is presented. The incremental stiffness matrices for a conforming rectangular plate finite element, which are appropriate for large deflection analysis, are formulated and presented explicitly. Evaluative analyses are made by using the incremental stiffness formulations and piecewise incremental procedures. Examples include uniformly loaded rectangular plates with different length-to-width ratios, various boundary conditions and foundation moduli. Comparisons are made in those cases where the alternative analytic solutions are available. Good agreements are found.
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Published In
Journal of the Structural Division
Volume 96 • Issue 10 • October 1970
Pages: 2083 - 2101
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© 1970 American Society of Civil Engineers.
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Published in print: Oct 1970
Published online: Feb 1, 2021
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Authors
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Henry T.Y. Yang, AM.ASCE
Asst. Prof., School of Aeronautics, Astornautics, and Engrg. Sci., Purdue Univ., Lafayette, IN.
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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.