Research Article
Feb 1968
Discrete Model Analysis of Elastic-Plastic Plates
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 94, Issue 1
Abstract
By invoking the usual assumptions of the classical theory of plates and shells, a discrete flexural model of a plate is deduced from a discrete model of three-space solids. All the flexural relations and equations, including boundary conditions, pertaining to a discrete set of field quantities can then be formulated directly through the model; these relations can also be shown consistently to be central difference analogs of the corresponding classical differential equations. On this basis, the treatment of nonlinear-inelastic material properties is quite transparent; material properties are treated in their most basic form and general properties are handled in the same manner as that of linearly elastic material. All these lead to a simple set of recursive equations which constitute the basis for an algorithmic approach to the flexural analysis of nonlinear-inelastic problems of plate structures. The solution for several square plates of elastic-perfectly plastic material are illustrated with different boundary conditions. In all cases, the numerically predicted load-carrying capacities are shown to be consistently within the bounds of limit analysis.
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Published In
Journal of the Engineering Mechanics Division
Volume 94 • Issue 1 • February 1968
Pages: 271 - 294
Copyright
© 1968 American Society of Civil Engineers.
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Published in print: Feb 1968
Published online: Feb 3, 2021
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Authors
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Alfredo H.-S. Ang, AM.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
Leonard A. Lopez, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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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.
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