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    Plane-Strain Bending With Isotropic Strain Hardening at Large Strains

    Source: Journal of Applied Mechanics:;2010:;volume( 077 ):;issue: 006::page 64502
    Author:
    Sergei Alexandrov
    ,
    Yeong-Maw Hwang
    DOI: 10.1115/1.4001283
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Finite deformation elastic-plastic analysis of plane-strain pure bending of a strain hardening sheet is presented. The general closed-form solution is proposed for an arbitrary isotropic hardening law assuming that the material is incompressible. Explicit relations are given for most popular conventional laws. The stage of unloading is included in the analysis to investigate the distribution of residual stresses and springback. The paper emphasizes the method of solution and the general qualitative features of elastic-plastic solutions rather than the study of the bending process for a specific material. In particular, it is shown that rigid-plastic solutions can be used to predict the bending moment at sufficiently large strains.
    keyword(s): Kinematics , Deformation , Hardening , Equations , Plane strain , Thickness , Work hardening , Residual stresses AND Stress ,
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      Plane-Strain Bending With Isotropic Strain Hardening at Large Strains

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    https://yetl.yabesh.ir/yetl1/handle/yetl/142363
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    contributor authorSergei Alexandrov
    contributor authorYeong-Maw Hwang
    date accessioned2017-05-09T00:36:09Z
    date available2017-05-09T00:36:09Z
    date copyrightNovember, 2010
    date issued2010
    identifier issn0021-8936
    identifier otherJAMCAV-26796#064502_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142363
    description abstractFinite deformation elastic-plastic analysis of plane-strain pure bending of a strain hardening sheet is presented. The general closed-form solution is proposed for an arbitrary isotropic hardening law assuming that the material is incompressible. Explicit relations are given for most popular conventional laws. The stage of unloading is included in the analysis to investigate the distribution of residual stresses and springback. The paper emphasizes the method of solution and the general qualitative features of elastic-plastic solutions rather than the study of the bending process for a specific material. In particular, it is shown that rigid-plastic solutions can be used to predict the bending moment at sufficiently large strains.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePlane-Strain Bending With Isotropic Strain Hardening at Large Strains
    typeJournal Paper
    journal volume77
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4001283
    journal fristpage64502
    identifier eissn1528-9036
    keywordsKinematics
    keywordsDeformation
    keywordsHardening
    keywordsEquations
    keywordsPlane strain
    keywordsThickness
    keywordsWork hardening
    keywordsResidual stresses AND Stress
    treeJournal of Applied Mechanics:;2010:;volume( 077 ):;issue: 006
    contenttypeFulltext
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