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dc.contributor.authorPhuong H. Nguyen
dc.contributor.authorCanh V. Le
dc.contributor.authorPhuc L. H. Ho
dc.contributor.authorJurng-Jae Yee
dc.date.accessioned2025-08-17T22:28:54Z
dc.date.available2025-08-17T22:28:54Z
dc.date.copyright5/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-9750.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306993
dc.description.abstractThis paper presents a computational approach to define the effective fatigue criterion of porous Mohr–Coulomb materials under cyclic loads. The homogenization theory for periodic microstructures is combined with kinematic shakedown theorem, resulting in an auxiliary fatigue analysis in the form of an optimization problem at the microscale. The overall strength and fatigue criterion of porous materials are then obtained by solving several optimization problems under plane strain conditions. The effects of the porosity and shape of voids in regular and random cases on the overall behavior are studied. The obtained macroscopic strength and fatigue domains are compared with other numerical solutions in the literature.
dc.publisherAmerican Society of Civil Engineers
dc.titleShakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue5
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-9750
dc.journal.fristpage04025057-1
dc.journal.lastpage04025057-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 005
dc.contenttypeFulltext


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