Input Parameters of Discrete Element MethodsSource: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007Author: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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contributor author | Tang-Tat Ng | |
date accessioned | 2017-05-08T22:40:56Z | |
date available | 2017-05-08T22:40:56Z | |
date copyright | July 2006 | |
date issued | 2006 | |
identifier other | %28asce%290733-9399%282006%29132%3A7%28723%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86271 | |
description 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 | |
publisher | American Society of Civil Engineers | |
title | Input Parameters of Discrete Element Methods | |
type | Journal Paper | |
journal volume | 132 | |
journal issue | 7 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(2006)132:7(723) | |
tree | Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007 | |
contenttype | Fulltext |