Research Article
Oct 1972
Large Deflection of Rectangular Orthotropic Plates
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 98, Issue 5
Abstract
A theoretical analysis is presented for the large deflection elastic behavior of clamped, uniformly loaded, rectangular, orthotropic plates. The governing differential equations including the nonlinear terms in the sense of von Karman are solved by the method of perturbation. This results in the predictions of the load deflection relations, and bending stresses are presented in the graphical form for glass-epoxy, boron-epoxy and graphite-epoxy plates having various aspect ratios. In the case of isotropic plates, the present solution reduces to two of the existing solutions.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 5 • October 1972
Pages: 1285 - 1298
Copyright
© 1972 American Society of Civil Engineers.
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Published in print: Oct 1972
Published online: Feb 3, 2021
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Authors
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Chuen-Yuan Chia
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada.
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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.