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    A Rate-Independent Constitutive Theory for Finite Inelastic Deformation

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001::page 15
    Author:
    M. M. Carroll
    DOI: 10.1115/1.3172952
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A rate-independent constitutive theory for finite inelastic deformation is formulated in terms of the symmetric Piola-Kirchhoff stress, the Lagrangian strain, and a kinematic tensor which describes inelastic or microstructural effects. Assumptions of (a) continuity in the transition from loading to neutral loading, (b) consistency, and (c) nonnegative work in closed cycles of deformation, lead to simplification of the theory. The response is described by two scalar functions — a stress potential and a loading function. The theory can describe isotropic or anisotropic response, and allows for hardening, softening, or ideal behavior. It may also be appropriate to describe the response of porous materials, such as metals, rocks and ceramics, and also the evolution of damage.
    keyword(s): Deformation , Stress , Hardening , Scalar functions , Tensors , Cycles , Rocks , Metals , Porous materials AND Ceramics ,
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      A Rate-Independent Constitutive Theory for Finite Inelastic Deformation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102171
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    contributor authorM. M. Carroll
    date accessioned2017-05-08T23:24:18Z
    date available2017-05-08T23:24:18Z
    date copyrightMarch, 1987
    date issued1987
    identifier issn0021-8936
    identifier otherJAMCAV-26277#15_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102171
    description abstractA rate-independent constitutive theory for finite inelastic deformation is formulated in terms of the symmetric Piola-Kirchhoff stress, the Lagrangian strain, and a kinematic tensor which describes inelastic or microstructural effects. Assumptions of (a) continuity in the transition from loading to neutral loading, (b) consistency, and (c) nonnegative work in closed cycles of deformation, lead to simplification of the theory. The response is described by two scalar functions — a stress potential and a loading function. The theory can describe isotropic or anisotropic response, and allows for hardening, softening, or ideal behavior. It may also be appropriate to describe the response of porous materials, such as metals, rocks and ceramics, and also the evolution of damage.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Rate-Independent Constitutive Theory for Finite Inelastic Deformation
    typeJournal Paper
    journal volume54
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3172952
    journal fristpage15
    journal lastpage21
    identifier eissn1528-9036
    keywordsDeformation
    keywordsStress
    keywordsHardening
    keywordsScalar functions
    keywordsTensors
    keywordsCycles
    keywordsRocks
    keywordsMetals
    keywordsPorous materials AND Ceramics
    treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001
    contenttypeFulltext
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