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    Mixed FEM–Crushable DEM Nested Scheme in Second-Order Computational Homogenization for Granular Materials

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    Author:
    Xikui
    ,
    Li
    ,
    Zenghui
    ,
    Wang
    ,
    Yuanbo
    ,
    Liang
    ,
    Qinglin
    ,
    Duan
    DOI: 10.1061/(ASCE)GM.1943-5622.0000627
    Publisher: American Society of Civil Engineers
    Abstract: A mixed FEM–crushable discrete-element method (DEM) nested scheme in the frame of second-order computational homogenization for granular materials was proposed. The particle breakage followed by the discontinuity and dissipative relative movements between each of two immediate neighboring particles were modeled at the mesoscale to perform both the downscaling and upscaling between the mixed FEM at the macroscopic continuum scale and the crushable DEM at the mesoscopic discrete particle assembly scale. To develop the crushable DEM for modeling the mesostructural evolution within representative volume elements (RVEs) assigned to integrating points of the macroscopic Cosserat continuum in the homogenization, two grain breakage models consisting of crushing criteria and the fracture mode for an individual crushable particle were developed. Not only the contact forces, but also contact moments exerted on each individual grain via the contacting points on the grain surface, were taken into account to set up the proposed crushing criteria. The stress measures, responsible for the particle breakage, involved both the average Cauchy stress tensor and the average couple stress tensor exerted on a crushable particle modeled as the Cosserat continuum. A fracture mode to specify how a crushable parent particle is replaced with a specific arrangement of postcrushing fragments was proposed and implemented. The mass conservation in the postcrushing replacement of fragments was ensured, whereas neither overlaps among the fragments nor overlaps with the fragments of the immediate neighboring particles of the crushable parent particle were introduced. The numerical results demonstrate the performance of the proposed mixed FEM–crushable DEM nested scheme in the frame of second-order computational homogenization for granular materials and the effects of the particle breakage on the failure behavior of the overall geostructure.
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      Mixed FEM–Crushable DEM Nested Scheme in Second-Order Computational Homogenization for Granular Materials

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    https://yetl.yabesh.ir/yetl1/handle/yetl/82747
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    • International Journal of Geomechanics

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    contributor authorXikui
    contributor authorLi
    contributor authorZenghui
    contributor authorWang
    contributor authorYuanbo
    contributor authorLiang
    contributor authorQinglin
    contributor authorDuan
    date accessioned2017-05-08T22:33:59Z
    date available2017-05-08T22:33:59Z
    date copyrightOctober 2016
    date issued2016
    identifier other49792050.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82747
    description abstractA mixed FEM–crushable discrete-element method (DEM) nested scheme in the frame of second-order computational homogenization for granular materials was proposed. The particle breakage followed by the discontinuity and dissipative relative movements between each of two immediate neighboring particles were modeled at the mesoscale to perform both the downscaling and upscaling between the mixed FEM at the macroscopic continuum scale and the crushable DEM at the mesoscopic discrete particle assembly scale. To develop the crushable DEM for modeling the mesostructural evolution within representative volume elements (RVEs) assigned to integrating points of the macroscopic Cosserat continuum in the homogenization, two grain breakage models consisting of crushing criteria and the fracture mode for an individual crushable particle were developed. Not only the contact forces, but also contact moments exerted on each individual grain via the contacting points on the grain surface, were taken into account to set up the proposed crushing criteria. The stress measures, responsible for the particle breakage, involved both the average Cauchy stress tensor and the average couple stress tensor exerted on a crushable particle modeled as the Cosserat continuum. A fracture mode to specify how a crushable parent particle is replaced with a specific arrangement of postcrushing fragments was proposed and implemented. The mass conservation in the postcrushing replacement of fragments was ensured, whereas neither overlaps among the fragments nor overlaps with the fragments of the immediate neighboring particles of the crushable parent particle were introduced. The numerical results demonstrate the performance of the proposed mixed FEM–crushable DEM nested scheme in the frame of second-order computational homogenization for granular materials and the effects of the particle breakage on the failure behavior of the overall geostructure.
    publisherAmerican Society of Civil Engineers
    titleMixed FEM–Crushable DEM Nested Scheme in Second-Order Computational Homogenization for Granular Materials
    typeJournal Paper
    journal volume16
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000627
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    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
    yabeshDSpacePersian