Research Article
Feb 1977
Finite Element Analysis for Cyclic Plasticity
Authors: I. Kalev and Jacob GluckAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 103, Issue 1
Abstract
A hardening model for representing the cyclic plasticity behavior is described. The concept of several yield is described. The concept of several linear hardening rule is surfaces, each of which obeys Prager's linear hardening rule is employed. The nonlinear stress-strain curve is idealized by piecewise segments. A finite element solution is combined with the present hardening model. The solution combines linear iterations with incremental procedure and equilibrium corrections. Numerical results are presented for a rectangular strip with cyclic dependent hardening properties. The influence of the number of iterations on the solution accuracy is checked and compared with alternative approach. Experimental results of a notched bar subjected to three cyclic loading conditions are compared with those predicted from a plane stress finite element model.
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Published In
Journal of the Engineering Mechanics Division
Volume 103 • Issue 1 • February 1977
Pages: 189 - 201
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Feb 1977
Published online: Feb 3, 2021
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Affiliations
I. Kalev
Post-Doct. Research Fellow, Dept. of Structures, Faculty of Civ. Engrg., Technion-lsrael Inst. of Tech., Haifa, Israel
Jacob Gluck
Assoc. Prof., Dept. of Structures, Faculty of Civ. Engrg., Technion-Israel Inst. of Tech., Haifa, Israel
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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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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.