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    Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002::page 04021278
    Author:
    Tiantian Hu
    ,
    Yao Tang
    ,
    Daosheng Ling
    ,
    Xiukai Wang
    ,
    Bo Huang
    DOI: 10.1061/(ASCE)GM.1943-5622.0002273
    Publisher: ASCE
    Abstract: A novel approach––the modified multilayer method––is proposed for generating homogeneous specimens for discrete-element-method (DEM) studies. The “particle boundary” is introduced at the interface between the layers, and the general servocontrolled technique is extended to the particle boundary to apply the stress field. Each layer of the specimen is compacted by moving the top and bottom boundaries simultaneously to generate the desired DEM specimen. Unlike existing methods, the proposed approach generates highly homogeneous specimens. The mechanism underpinning the new approach was determined by investigating the effect of the boundary movement on the final spatial distribution of the particles. A comparison with experimental direct-shear results shows that homogeneous samples generated using the proposed approach can accurately model the deformation and strength of granular material, whereas other methods lead to deviations due to sample inhomogeneity.
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      Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283401
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    contributor authorTiantian Hu
    contributor authorYao Tang
    contributor authorDaosheng Ling
    contributor authorXiukai Wang
    contributor authorBo Huang
    date accessioned2022-05-07T21:10:02Z
    date available2022-05-07T21:10:02Z
    date issued2022-2-1
    identifier other(ASCE)GM.1943-5622.0002273.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283401
    description abstractA novel approach––the modified multilayer method––is proposed for generating homogeneous specimens for discrete-element-method (DEM) studies. The “particle boundary” is introduced at the interface between the layers, and the general servocontrolled technique is extended to the particle boundary to apply the stress field. Each layer of the specimen is compacted by moving the top and bottom boundaries simultaneously to generate the desired DEM specimen. Unlike existing methods, the proposed approach generates highly homogeneous specimens. The mechanism underpinning the new approach was determined by investigating the effect of the boundary movement on the final spatial distribution of the particles. A comparison with experimental direct-shear results shows that homogeneous samples generated using the proposed approach can accurately model the deformation and strength of granular material, whereas other methods lead to deviations due to sample inhomogeneity.
    publisherASCE
    titleNovel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies
    typeJournal Paper
    journal volume22
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002273
    journal fristpage04021278
    journal lastpage04021278-13
    page13
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002
    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