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contributor authorJ. Mark F. G. Holst
contributor authorJin Y. Ooi
contributor authorJ. Michael Rotter
contributor authorGraham H. Rong
date accessioned2017-05-08T22:38:46Z
date available2017-05-08T22:38:46Z
date copyrightJanuary 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A1%2894%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84880
description abstractTwo main computational methods have been used in recent years to model the behavior of particulate solids in silos. These are the finite element method and the discrete element method. To assess the current state of the art in the two methods applied to silo problems, and to evaluate their capabilities without bias, an international collaborative project was set up to compare predictions of several silo phenomena. The first of these computational challenges was deemed the simplest: that of filling a silo or container with particulate solid. This paper presents an overview of the findings of this first problem, based on a total of 38 independent calculations. Here the collaborative project is briefly outlined and some deduced outcomes from calculations by continuum analysts are compared. The results of discrete element calculations are described in a companion paper, which also compares the two methods and comments on their strengths and weaknesses.
publisherAmerican Society of Civil Engineers
titleNumerical Modeling of Silo Filling. I: Continuum Analyses
typeJournal Paper
journal volume125
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:1(94)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
contenttypeFulltext


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