Particle shape consideration in numerical simulation of assemblies of irregularly shaped particles

被引:45
作者
Abedi, Saba [1 ]
Mirghasemi, Ali Asghar [1 ]
机构
[1] Univ Tehran, Sch Civil Engn, Coll Engn, Tehran, Iran
关键词
Discrete element method; Granular soil; Angularity; Confining pressure; DISCRETE ELEMENT MODEL; NONSPHERICAL PARTICLES; GRANULAR ASSEMBLIES; ELLIPTIC PARTICLES; BREAKAGE; DEM;
D O I
10.1016/j.partic.2010.11.005
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The mechanical behavior of granular materials depends much on the shape of the constituent particles. Therefore appropriate modeling of particle, or grain, shape is quite important. This study employed the method of direct modeling of grain shape (Matsushima & Saomto, 2002), in which, the real shape of a grain is modeled by combining arbitrary number of overlapping circular elements which are connected to each other in a rigid way. Then, accordingly, a discrete-element program is used to simulate the assembly of grains. In order to measure the effects of grain shape on mechanical properties of assembly of grains, three types of grains high angular grains, medium angular grains and round grains are considered where several biaxial tests are conducted on assemblies with different grain types. The results show that the angularity of grains greatly affects the behavior of granular soil. (C) 2011 Chinese Society of Particuology and Institute of Process Engineering, Chinese Academy of Sciences. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:387 / 397
页数:11
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