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dc.contributor.authorTing Bao
dc.contributor.authorHanlong Liu
dc.contributor.authorWengang Zhang
dc.contributor.authorChangbing Qin
dc.contributor.authorXiangwei Fang
dc.contributor.authorZhen “Leo” Liu
dc.date.accessioned2025-08-17T22:29:01Z
dc.date.available2025-08-17T22:29:01Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-9842.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306996
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleFinite-Volume Method Implementation of the Modified Cam-Clay Constitutive Model
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-9842
dc.journal.fristpage04025122-1
dc.journal.lastpage04025122-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
dc.contenttypeFulltext


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