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contributor authorJ. C. Simo
contributor authorT. Honein
date accessioned2017-05-08T23:31:43Z
date available2017-05-08T23:31:43Z
date copyrightSeptember, 1990
date issued1990
identifier issn0021-8936
identifier otherJAMCAV-26324#488_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106394
description abstractA discrete variational formulation of plasticity and viscoplasticity is developed based on the principle of maximum plastic dissipation. It is shown that the Euler-Lagrange equations (spatial conservation laws) emanating from the proposed discrete Lagrangian yield the equilibrium equation, the strain-displacement relations, the stress-strain relations, the discrete flow rule and hardening law in the form of closest-point-projection algorithm, and the loading/unloading conditions in Kuhn-Tucker form. Lack of invariance of the discrete Lagrangian relative to the group of material translations precludes the classical Eshelby law from being a conservation law. However, a discrete inhomogeneous form of Eshelby’s conservation law is derived which leads to a path-domain independent integral that generalizes the classical J -integral to elasto-viscoplasticity. It is shown that this path-domain independent integral admits a physical interpretation analogous to Budiansky and Rice interpretation of the classical J -integral.
publisherThe American Society of Mechanical Engineers (ASME)
titleVariational Formulation, Discrete Conservation Laws, and Path-Domain Independent Integrals for Elasto-Viscoplasticity
typeJournal Paper
journal volume57
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2897050
journal fristpage488
journal lastpage497
identifier eissn1528-9036
keywordsViscoplasticity
keywordsEquations
keywordsFlow (Dynamics)
keywordsPlasticity
keywordsHardening
keywordsEnergy dissipation
keywordsEquilibrium (Physics)
keywordsAlgorithms
keywordsStress-strain relations AND Displacement
treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 003
contenttypeFulltext


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