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    Finite-Volume Method Implementation of the Modified Cam-Clay Constitutive Model

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007::page 04025122-1
    Author:
    Ting Bao
    ,
    Hanlong Liu
    ,
    Wengang Zhang
    ,
    Changbing Qin
    ,
    Xiangwei Fang
    ,
    Zhen “Leo” Liu
    DOI: 10.1061/IJGNAI.GMENG-9842
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the challenge of numerically simulating nonlinear elastoplastic behavior in solid mechanics via the finite-volume method (FVM) that has not been traditionally dominant in the field. The study presents the implementation of a new FVM code tailored for nonlinear elastoplasticity of the modified Cam-clay model via OpenFOAM (version 2.3.0), an open-source C++ library primarily used for computational fluid dynamics, where OpenFOAM’s capabilities are extended to, unlike conventional fluid mechanics applications, model solid mechanics problems. This implementation utilizes an implicit–explicit split strategy to effectively handle nonlinearity and displacement coupling inherent in solid mechanics. Additionally, a novel single-cell correction procedure is proposed to, when plasticity occurs, adjust stress and plastic strain incrementally. Our results, validated against benchmark tests, demonstrate a good alignment with expected outcomes and show notable computational time savings compared to the traditional FEMs by Abaqus (version 6.14) simulations for the cases examined here. The insights gained in this study reveal the potential of FVMs not only for elastoplasticity modeling but also for more complex multiphysics simulations involving coupled fluid and solid dynamics. This capability positions FVMs as a promising tool for addressing a wide range of problems in geotechnical and subsurface engineering, highlighting the innovative integration of methodologies across disciplinary boundaries.
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      Finite-Volume Method Implementation of the Modified Cam-Clay Constitutive Model

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    contributor authorTing Bao
    contributor authorHanlong Liu
    contributor authorWengang Zhang
    contributor authorChangbing Qin
    contributor authorXiangwei Fang
    contributor authorZhen “Leo” Liu
    date accessioned2025-08-17T22:29:01Z
    date available2025-08-17T22:29:01Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-9842.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306996
    description abstractThis study addresses the challenge of numerically simulating nonlinear elastoplastic behavior in solid mechanics via the finite-volume method (FVM) that has not been traditionally dominant in the field. The study presents the implementation of a new FVM code tailored for nonlinear elastoplasticity of the modified Cam-clay model via OpenFOAM (version 2.3.0), an open-source C++ library primarily used for computational fluid dynamics, where OpenFOAM’s capabilities are extended to, unlike conventional fluid mechanics applications, model solid mechanics problems. This implementation utilizes an implicit–explicit split strategy to effectively handle nonlinearity and displacement coupling inherent in solid mechanics. Additionally, a novel single-cell correction procedure is proposed to, when plasticity occurs, adjust stress and plastic strain incrementally. Our results, validated against benchmark tests, demonstrate a good alignment with expected outcomes and show notable computational time savings compared to the traditional FEMs by Abaqus (version 6.14) simulations for the cases examined here. The insights gained in this study reveal the potential of FVMs not only for elastoplasticity modeling but also for more complex multiphysics simulations involving coupled fluid and solid dynamics. This capability positions FVMs as a promising tool for addressing a wide range of problems in geotechnical and subsurface engineering, highlighting the innovative integration of methodologies across disciplinary boundaries.
    publisherAmerican Society of Civil Engineers
    titleFinite-Volume Method Implementation of the Modified Cam-Clay Constitutive Model
    typeJournal Article
    journal volume25
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9842
    journal fristpage04025122-1
    journal lastpage04025122-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
    contenttypeFulltext
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