【摘要】Breakage of particles will have greatly influence on mechanical behavior of granular material(GM) under external loads,such as ballast,rockfill and sand.The discrete element method(DEM) is one of the most popular methods for simulating GM as each particle is represented on its own.To study breakage mechanism of particle breakage,a cohesive contact mode is developed based on the GPU accelerated DEM code-Blaze-DEM.A database of the 3 D geometry model of rock blocks is established based on the3 D scanning method.And an agglomerate describing the rock block with a series of non-overlapping spherical particles is used to build the DEM numerical model of a railway ballast sample,which is used to the DEM oedometric test to study the particles’ breakage characteristics of the sample under external load.Furthermore,to obtain the meso-mechanical parameters used in DEM,a black-analysis method is used based on the laboratory tests of the rock sample.Based on the DEM numerical tests,the particle breakage process and mechanisms of the railway ballast are studied.All results show that the developed code can better used for large scale simulation of the particle breakage analysis of granular material.
【关键词】
《建筑知识》 2015-05-12
《中国医疗管理科学》 2015-05-12
《中国医疗管理科学》 2015-05-12
《中国医疗管理科学》 2015-05-12
《重庆高教研究》 2015-06-30
《当代体育科技》 2015-07-07
《现代制造技术与装备》 2015-06-25
《中外医疗》 2015-07-06
Copyright © 2013-2016 ZJHJ Corporation,All Rights Reserved
发表评论
登录后发表评论 (已发布 0条)点亮你的头像 秀出你的观点