Study the Particle Size Impact on the Mechanical Behaviour of Granular Material by Discrete Element Method

被引:1
作者
Talafha, Muath S. [1 ]
Oldal, Istvan [1 ]
Garneoui, Seifeddine [1 ]
机构
[1] Hungarian Univ Agr & Life Sci, Mech Engn Doctoral Sch, Godollo, Hungary
来源
FME TRANSACTIONS | 2022年 / 50卷 / 03期
关键词
Discrete element method; Granular material; Particle shape; Simple direct shear test; Size index; BALLAST DEGRADATION; RAILWAY BALLAST; DEM SIMULATION; ASSEMBLIES; MODEL; DEFORMATION; TESTS;
D O I
10.5937/fme2203473T
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Granular materials are used in various industries, including pharmaceutical and agriculture, where the material properties of elements have an important impact on their flow behavior. Numerical codes based on the Discrete Element Method (DEM) are decisive for describing the flow of granular material. The DEM could investigate granular materials' macro and micro-mechanical shear behaviors. The commercial software EDEM (R) based on the DEM was utilized for this purpose. A gravitational disposition for the geometrical arrangement model has been performed in this study to model different particle sizes for a direct, simple shear test (DSST). The results indicated that referring to the size index (SI), a positive correlation occurred with the shear strength, dilation, volumetric strain, a negative correlation with the average particle angular velocity, and a neutral correlation with the coordination number (CN).
引用
收藏
页码:473 / 483
页数:11
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