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contributor authorShunying Ji
contributor authorHayley H. Shen
date accessioned2017-05-08T22:40:47Z
date available2017-05-08T22:40:47Z
date copyrightNovember 2006
date issued2006
identifier other%28asce%290733-9399%282006%29132%3A11%281252%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86185
description abstractThe contact force model consisting of a linear spring dashpot with a frictional glider has been widely adapted to simulate granular flows. Real contact mechanics between two solid bodies is very complicated. Extensive theoretical and experimental studies exist for binary contacts. Very little work has been reported that addresses the effect of contact mechanics on the bulk behavior of granular materials. We first briefly summarize the difference of binary contacts between a linear spring–dashpot model and the Hertzian nonlinear spring with two nonlinear dashpot models. We then compare the constitutive behaviors of a granular material using a linear and a nonlinear model. The stress- and strain-rate relation in simple shear flow and the resulting coordination number are calculated using the discrete element method. It is found that although at the grain level binary contact between two particles depends on whether a linear or a nonlinear model is used, the bulk behavior of granular materials is qualitatively similar with either model.
publisherAmerican Society of Civil Engineers
titleEffect of Contact Force Models on Granular Flow Dynamics
typeJournal Paper
journal volume132
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2006)132:11(1252)
treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 011
contenttypeFulltext


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