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contributor authorDavid L. McDowell
date accessioned2017-05-08T22:17:06Z
date available2017-05-08T22:17:06Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A3%28378%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76220
description abstractA two‐surface cyclic plasticity theory is presented with refinements based on analysis of nonproportional cyclic plasticity data. It is shown that the model accurately correlates nonproportional cyclic stress‐strain response, yet the model structure is simplified compared to previous models. New contributions include a more general isotropic hardening rule that reflects additional nonproportional hardening, and a more accurate plastic modulus representation for nonproportional loading. A kinematic hardening rule is used, which reflects experimental observations of backstress translation direction being related to deviatoric stress rate. Transient stress‐strain behavior from four axial torsional nonproportional loading blocks is predicted.
publisherAmerican Society of Civil Engineers
titleSimple Experimentally Motivated Cyclic Plasticity Model
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:3(378)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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