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    Numerical Simulation of Crack Propagation and Coalescence in Quasi-Brittle Materials under Compression Using the Field-Enriched Finite-Element Method

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 012::page 04024091-1
    Author:
    Zhiming Jia
    ,
    Xiaoping Zhou
    DOI: 10.1061/JENMDT.EMENG-7547
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the field-enriched finite-element method is developed to simulate crack evolution of quasibrittle materials under compression by considering two kinds of fracture criteria: the maximum circumferential stress criterion; and the Mohr–Coulomb criterion. The benchmark of the specimens containing a single flaw is illustrated to verify that the maximum circumferential stress criterion and the Mohr–Coulomb criterion can capture the tensile crack and secondary crack. Moreover, the numerical examples of specimens containing two flaws are illustrated to prove that the field-enriched finite-element method can effectively simulate the crack coalescence in specimens under compression. Finally, specimens containing multiple flaws are illustrated to investigate the crack evolution mechanism under compression as well as the crack coalescence types.
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      Numerical Simulation of Crack Propagation and Coalescence in Quasi-Brittle Materials under Compression Using the Field-Enriched Finite-Element Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4305030
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    contributor authorZhiming Jia
    contributor authorXiaoping Zhou
    date accessioned2025-04-20T10:35:55Z
    date available2025-04-20T10:35:55Z
    date copyright9/26/2024 12:00:00 AM
    date issued2024
    identifier otherJENMDT.EMENG-7547.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305030
    description abstractIn this paper, the field-enriched finite-element method is developed to simulate crack evolution of quasibrittle materials under compression by considering two kinds of fracture criteria: the maximum circumferential stress criterion; and the Mohr–Coulomb criterion. The benchmark of the specimens containing a single flaw is illustrated to verify that the maximum circumferential stress criterion and the Mohr–Coulomb criterion can capture the tensile crack and secondary crack. Moreover, the numerical examples of specimens containing two flaws are illustrated to prove that the field-enriched finite-element method can effectively simulate the crack coalescence in specimens under compression. Finally, specimens containing multiple flaws are illustrated to investigate the crack evolution mechanism under compression as well as the crack coalescence types.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Crack Propagation and Coalescence in Quasi-Brittle Materials under Compression Using the Field-Enriched Finite-Element Method
    typeJournal Article
    journal volume150
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7547
    journal fristpage04024091-1
    journal lastpage04024091-18
    page18
    treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 012
    contenttypeFulltext
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