Discrete element modeling of rock materials with dilated polyhedral elements

被引:18
|
作者
Ji, Shunying [1 ]
Sun, Shanshan [1 ]
Yan, Ying [2 ]
机构
[1] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China
[2] Dalian Jiaotong Univ, Sch Civil & Safety Engn, Dalian, Peoples R China
来源
NEW PARADIGM OF PARTICLE SCIENCE AND TECHNOLOGY, PROCEEDINGS OF THE 7TH WORLD CONGRESS ON PARTICLE TECHNOLOGY | 2015年 / 102卷
关键词
discrete element method; dilated polyhedral element; Minkowski sums; railway ballast; cyclic loading; TESTS;
D O I
10.1016/j.proeng.2015.01.316
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Considering the irregular shapes of rock particles, a three dimensional dilated polyhedral element is generated with the Minkowski Sums operator. This dilated element can also be constructed with a basic sphere and real polyhedron based on the theory of Minkowski Sums. The element generation, contact resolution and detection are introduced in this paper. All inter-element contacts are grouped as three categories: edge-edge, vertex-surface, and surface surface. This dilated polyhedral element is applied to simulate the dynamic behaviours of rock rubbles of railway ballast. The settlement and the bulk stiffness of ballast are analyzed under cyclic loading. The ballast particles are mixed randomly with initial dense packing. The results showed that permanent deformation increased with the loading frequency and number of loading cycle. The influence of inter-element friction is tested in the DEM simulations. In the next study of dilated polyhedral elements, the parallel algorithm of GPU technique will be developed to improve the computational efficiency. (C) 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license.
引用
收藏
页码:1793 / 1802
页数:10
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