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    Input Parameters of Discrete Element Methods

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Tang-Tat Ng
    DOI: 10.1061/(ASCE)0733-9399(2006)132:7(723)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a sensitivity analysis of the input parameters of a program based on the discrete element method (DEM). Triaxial compression simulations were conducted on an assembly of ellipsoids with two particle shapes. We examine four input parameters including shear modulus of particles, density of particles, time step, and damping. Generally, these parameters are chosen by calibrating the result with certain known behavior of granular materials. In dynamic simulations, these input parameters are bounded by their physical attributions that should not be altered. However, in static simulations, they do not have the same physical implication. Validity of results may be questionable when input parameters are used without justification. A sensitivity analysis of the input parameters should shed light on this issue. In this paper, we will study the effect of the input values within the range of
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      Input Parameters of Discrete Element Methods

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    contributor authorTang-Tat Ng
    date accessioned2017-05-08T22:40:56Z
    date available2017-05-08T22:40:56Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A7%28723%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86271
    description abstractThis paper presents a sensitivity analysis of the input parameters of a program based on the discrete element method (DEM). Triaxial compression simulations were conducted on an assembly of ellipsoids with two particle shapes. We examine four input parameters including shear modulus of particles, density of particles, time step, and damping. Generally, these parameters are chosen by calibrating the result with certain known behavior of granular materials. In dynamic simulations, these input parameters are bounded by their physical attributions that should not be altered. However, in static simulations, they do not have the same physical implication. Validity of results may be questionable when input parameters are used without justification. A sensitivity analysis of the input parameters should shed light on this issue. In this paper, we will study the effect of the input values within the range of
    publisherAmerican Society of Civil Engineers
    titleInput Parameters of Discrete Element Methods
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:7(723)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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