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    Modified Anisotropic Gurson Yield Criterion for Porous Ductile Sheet Metals

    Source: Journal of Engineering Materials and Technology:;2001:;volume( 123 ):;issue: 004::page 409
    Author:
    W. Y. Chien
    ,
    S. C. Tang
    ,
    J. Pan
    DOI: 10.1115/1.1395023
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The influence of plastic anisotropy on the plastic behavior of porous ductile materials is investigated by a three-dimensional finite element analysis. A unit cell of cube containing a spherical void is modeled. The Hill quadratic anisotropic yield criterion is used to describe the matrix normal anisotropy and planar isotropy. The matrix material is first assumed to be elastic perfectly plastic. Macroscopically uniform displacements are applied to the faces of the cube. The finite element computational results are compared with those based on the closed-form anisotropic Gurson yield criterion suggested in Liao et al. 1997, “Approximate Yield Criteria for Anisotropic Porous Ductile Sheet Metals,” Mech. Mater., pp. 213–226. Three fitting parameters are suggested for the closed-form yield criterion to fit the results based on the modified yield criterion to those of finite element computations. When the strain hardening of the matrix is considered, the computational results of the macroscopic stress-strain behavior are in agreement with those based on the modified anisotropic Gurson’s yield criterion under uniaxial and equal biaxial tensile loading conditions.
    keyword(s): Sheet metal , Stress , Anisotropy , Finite element analysis , Computation , Fittings , Work hardening , Porous materials AND Deformation ,
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      Modified Anisotropic Gurson Yield Criterion for Porous Ductile Sheet Metals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/125272
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    contributor authorW. Y. Chien
    contributor authorS. C. Tang
    contributor authorJ. Pan
    date accessioned2017-05-09T00:05:00Z
    date available2017-05-09T00:05:00Z
    date copyrightOctober, 2001
    date issued2001
    identifier issn0094-4289
    identifier otherJEMTA8-27024#409_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125272
    description abstractThe influence of plastic anisotropy on the plastic behavior of porous ductile materials is investigated by a three-dimensional finite element analysis. A unit cell of cube containing a spherical void is modeled. The Hill quadratic anisotropic yield criterion is used to describe the matrix normal anisotropy and planar isotropy. The matrix material is first assumed to be elastic perfectly plastic. Macroscopically uniform displacements are applied to the faces of the cube. The finite element computational results are compared with those based on the closed-form anisotropic Gurson yield criterion suggested in Liao et al. 1997, “Approximate Yield Criteria for Anisotropic Porous Ductile Sheet Metals,” Mech. Mater., pp. 213–226. Three fitting parameters are suggested for the closed-form yield criterion to fit the results based on the modified yield criterion to those of finite element computations. When the strain hardening of the matrix is considered, the computational results of the macroscopic stress-strain behavior are in agreement with those based on the modified anisotropic Gurson’s yield criterion under uniaxial and equal biaxial tensile loading conditions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleModified Anisotropic Gurson Yield Criterion for Porous Ductile Sheet Metals
    typeJournal Paper
    journal volume123
    journal issue4
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.1395023
    journal fristpage409
    journal lastpage416
    identifier eissn1528-8889
    keywordsSheet metal
    keywordsStress
    keywordsAnisotropy
    keywordsFinite element analysis
    keywordsComputation
    keywordsFittings
    keywordsWork hardening
    keywordsPorous materials AND Deformation
    treeJournal of Engineering Materials and Technology:;2001:;volume( 123 ):;issue: 004
    contenttypeFulltext
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