Research Article
Dec 1972
Some Elements for Analysis of Plate Bending
Publication: Journal of the Engineering Mechanics Division
Volume 98, Issue 6
Abstract
Rectangular and general quadrilateral plate elements having 12 degrees-of-freedom are treated in this paper. New elements are derived, two based upon assumed displacement fields and others upon the assumed-stress hybrid principle. Some of these elements account for the effects of transverse shear deformation. The hybrid elements admit the possibility of continuously variable element stiffness. The new elements, as well as closely related elements previously derived, are subjected to numerical tests in order to evaluate their relative merits. These tests include computation of displacements and moments in homogeneous and sandwich plates.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 6 • December 1972
Pages: 1453 - 1470
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 3, 2021
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Authors
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Robert D. Cook, M.ASCE
Assoc. Prof., Dept. of Engrg. Mech., Univ. of Wisconsin, Madison, Wisc.
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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.