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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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