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contributor authorAli H. Al‐Gadhib
contributor authorKerry S. Havner
date accessioned2017-05-08T22:36:29Z
date available2017-05-08T22:36:29Z
date copyrightOctober 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A10%282104%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83607
description abstractClassical isotropic hardening, nonlinear kinematic hardening, and a combined linear‐isotropic/nonlinear‐kinematic hardening theory are compared and contrasted with experimental results from nonproportional loading of thin‐walled tubes of annealed copper (published by Bell and Khan in 1980) and mild steel (published by Bell in 1983) in tension and torsion. Comparisons are made for principal direction paths of Eulerian strain rate and for individual axial and shear strain components. In addition, experimentally determined ratios of principal strain‐rates and principal stresses are compared. Because of the near coaxiality and proportionality of the strain‐rate and deviatoric stress tensors in the moderate finite‐deformation range of the experiments (for a variety of nonproportional loading paths), isotropic hardening theory provides the most satisfactory predictions overall. A simple means of further improving those predictions is suggested.
publisherAmerican Society of Civil Engineers
titleComparative Evaluation of Plasticity Theories against Tension‐Torsion Test at Finite Strain
typeJournal Paper
journal volume118
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:10(2104)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 010
contenttypeFulltext


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