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    Observations on Return Mapping Algorithms for Piecewise Linear Yield Criteria

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 004
    Author:
    Jinsong Huang
    ,
    D. V. Griffiths
    DOI: 10.1061/(ASCE)1532-3641(2008)8:4(253)
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows that for perfect plasticity, the closest point projection method (CPPM) and the cutting plane algorithm (CPA) for return mapping are exactly equivalent for piecewise linear yield criteria under both associated and nonassociated plastic flow. The paper demonstrates this by presenting closed-form expressions for returned stresses in terms of predicted stresses. A consequence of this exact approach is that the final stresses can be obtained in a single iteration. The equivalence of CPPM and CPA is further demonstrated numerically by comparing five previously published algorithms for return mapping to Mohr–Coulomb in a finite-element analysis of bearing capacity. The analyses also highlight issues relating to singularities that occur at the corners of the Mohr–Coulomb surface. It is shown that many of these problems can be avoided if the return mapping is performed in principal stress space as opposed to general stress space.
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      Observations on Return Mapping Algorithms for Piecewise Linear Yield Criteria

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    contributor authorJinsong Huang
    contributor authorD. V. Griffiths
    date accessioned2017-05-08T21:32:06Z
    date available2017-05-08T21:32:06Z
    date copyrightJuly 2008
    date issued2008
    identifier other%28asce%291532-3641%282008%298%3A4%28253%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55163
    description abstractThis paper shows that for perfect plasticity, the closest point projection method (CPPM) and the cutting plane algorithm (CPA) for return mapping are exactly equivalent for piecewise linear yield criteria under both associated and nonassociated plastic flow. The paper demonstrates this by presenting closed-form expressions for returned stresses in terms of predicted stresses. A consequence of this exact approach is that the final stresses can be obtained in a single iteration. The equivalence of CPPM and CPA is further demonstrated numerically by comparing five previously published algorithms for return mapping to Mohr–Coulomb in a finite-element analysis of bearing capacity. The analyses also highlight issues relating to singularities that occur at the corners of the Mohr–Coulomb surface. It is shown that many of these problems can be avoided if the return mapping is performed in principal stress space as opposed to general stress space.
    publisherAmerican Society of Civil Engineers
    titleObservations on Return Mapping Algorithms for Piecewise Linear Yield Criteria
    typeJournal Paper
    journal volume8
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2008)8:4(253)
    treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian