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    Variational Formulation, Discrete Conservation Laws, and Path-Domain Independent Integrals for Elasto-Viscoplasticity

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 003::page 488
    Author:
    J. C. Simo
    ,
    T. Honein
    DOI: 10.1115/1.2897050
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A 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.
    keyword(s): Viscoplasticity , Equations , Flow (Dynamics) , Plasticity , Hardening , Energy dissipation , Equilibrium (Physics) , Algorithms , Stress-strain relations AND Displacement ,
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      Variational Formulation, Discrete Conservation Laws, and Path-Domain Independent Integrals for Elasto-Viscoplasticity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/106394
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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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