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    Shear Strength of Assemblies of Frictionless Particles

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 011
    Author:
    Bei-Bing Dai
    ,
    Jun Yang
    DOI: 10.1061/(ASCE)GM.1943-5622.0001005
    Publisher: American Society of Civil Engineers
    Abstract: Whether a granular assembly of frictionless particles has shear strength is a very interesting but not well-understood question. This study addressed this question using discrete element method (DEM) simulations along with an energy-based analysis. It is shown that the use of artificial damping in DEM simulations leads to a frictionless assembly exhibiting normal quasi-static shear behavior, with the overall angle of friction at the critical state being nonzero. However, when this artificial damping is absent, the frictionless assembly cannot achieve a quasi-static state but rather exhibits a stress oscillating state, with all particles in vibration, and the shear strength is expected to be zero. From an energy perspective, it is shown that the artificial damping used in DEM simulations plays the sole role in energy dissipation for the frictionless assembly and that it facilitates the establishment of a quasi-static state from which shear strength is mobilized. Therefore, the nonzero angle of shear resistance reported in the literature for frictionless granular assemblies under quasi-static shear should be regarded as a false rather than a true strength parameter.
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      Shear Strength of Assemblies of Frictionless Particles

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    contributor authorBei-Bing Dai
    contributor authorJun Yang
    date accessioned2017-12-16T09:11:54Z
    date available2017-12-16T09:11:54Z
    date issued2017
    identifier other%28ASCE%29GM.1943-5622.0001005.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239827
    description abstractWhether a granular assembly of frictionless particles has shear strength is a very interesting but not well-understood question. This study addressed this question using discrete element method (DEM) simulations along with an energy-based analysis. It is shown that the use of artificial damping in DEM simulations leads to a frictionless assembly exhibiting normal quasi-static shear behavior, with the overall angle of friction at the critical state being nonzero. However, when this artificial damping is absent, the frictionless assembly cannot achieve a quasi-static state but rather exhibits a stress oscillating state, with all particles in vibration, and the shear strength is expected to be zero. From an energy perspective, it is shown that the artificial damping used in DEM simulations plays the sole role in energy dissipation for the frictionless assembly and that it facilitates the establishment of a quasi-static state from which shear strength is mobilized. Therefore, the nonzero angle of shear resistance reported in the literature for frictionless granular assemblies under quasi-static shear should be regarded as a false rather than a true strength parameter.
    publisherAmerican Society of Civil Engineers
    titleShear Strength of Assemblies of Frictionless Particles
    typeJournal Paper
    journal volume17
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001005
    treeInternational Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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