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    Numerical Simulation of Failure Process of Rock-Like Materials Subjected to Impact Loads

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author:
    Jing Bi
    ,
    Xiao-Ping Zhou
    ,
    Xiao-Min Xu
    DOI: 10.1061/(ASCE)GM.1943-5622.0000769
    Publisher: American Society of Civil Engineers
    Abstract: In this research, a novel meshless numerical method, termed general particle dynamics (GPD), to simulate crack initiation, propagation, and coalescence in rock-like materials subjected to impact loads was developed. In the GPD code, interaction among discrete particles was formulated with use of the virtual-bond method. Fractures of virtual bonds among particles were determined through a damage evolution law of rock-like materials. An elastobrittle damage model was applied to reflect the initiation and growth of cracks and the macrofailure of the rock-like materials. A damage coefficient, determined by the number of fractures of virtual bonds around one particle, was introduced into the constitutive equations to modify the damaged particles. The damaged virtual bonds were considered the initiation of cracks. The growth path of cracks was captured through the sequence of the damaged virtual bonds. Three numerical cases are presented here. The numerical results were in good agreement with the experimental results.
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      Numerical Simulation of Failure Process of Rock-Like Materials Subjected to Impact Loads

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    contributor authorJing Bi
    contributor authorXiao-Ping Zhou
    contributor authorXiao-Min Xu
    date accessioned2017-12-16T09:13:06Z
    date available2017-12-16T09:13:06Z
    date issued2017
    identifier other%28ASCE%29GM.1943-5622.0000769.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240069
    description abstractIn this research, a novel meshless numerical method, termed general particle dynamics (GPD), to simulate crack initiation, propagation, and coalescence in rock-like materials subjected to impact loads was developed. In the GPD code, interaction among discrete particles was formulated with use of the virtual-bond method. Fractures of virtual bonds among particles were determined through a damage evolution law of rock-like materials. An elastobrittle damage model was applied to reflect the initiation and growth of cracks and the macrofailure of the rock-like materials. A damage coefficient, determined by the number of fractures of virtual bonds around one particle, was introduced into the constitutive equations to modify the damaged particles. The damaged virtual bonds were considered the initiation of cracks. The growth path of cracks was captured through the sequence of the damaged virtual bonds. Three numerical cases are presented here. The numerical results were in good agreement with the experimental results.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Failure Process of Rock-Like Materials Subjected to Impact Loads
    typeJournal Paper
    journal volume17
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000769
    treeInternational Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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