The Effect of Triple Particle Sizes on the Mechanical Behaviour of Granular Materials using Discrete Element Method (DEM)

被引:1
|
作者
Talafha, Muath S. [1 ]
Oldal, Istvan [1 ]
机构
[1] Hungarian Univ Agr & Life Sci, Mech Engn Doctoral Sch, Godollo, Pest, Hungary
来源
FME TRANSACTIONS | 2022年 / 50卷 / 01期
关键词
Discrete element methods; Direct shear test; granular materials; Triple Particle shape; BALLAST DEGRADATION; ASSEMBLIES; SIMULATION; DEFORMATION; MODEL;
D O I
10.5937/fme2201139T
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Granules are used in various industries such as medicine and agriculture, and their behavior is influenced by the characteristics of the constituent characterizing the mechanical behavior of granular materials by building a mechanical model that describes the impacted parameters, including particle shape, which is being one of these parameters. As a result, the discrete element method is applied to investigate the macro-and micromechanical shear behavior of granular materials. For this study, a gravitational disposition for geometrical arrangement model has been used to model various triple particle sizes for a direct shear test using (EDEM (R)), which is a three-dimensional (3D) program based on (DEM). Different triple particle sizes were used to create an assembly. The results revealed that the size index affected the relationship between shear strength, angular velocity, dilation, coordination number (CN), and volumetric strain.
引用
下载
收藏
页码:139 / 148
页数:10
相关论文
共 50 条
  • [21] Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)
    Danesh, Akbar
    Mirghasemi, Ali Asghar
    Palassi, Massoud
    TRANSPORTATION GEOTECHNICS, 2020, 23
  • [22] Analysis of particle motion in a paddle mixer using Discrete Element Method (DEM)
    Hassanpour, Ali
    Tan, Hongsing
    Bayly, Andrew
    Gopalkrishnan, Prasad
    Ng, Boonho
    Ghadiri, Mojtaba
    POWDER TECHNOLOGY, 2011, 206 (1-2) : 189 - 194
  • [23] Simulation of mechanical behaviors of granular materials by three-dimensional discrete element method based on particle flow code
    Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China
    Yantu Gongcheng Xuebao, 2008, 2 (292-297): : 292 - 297
  • [24] Particle and Continuum Rotations of Granular Materials: Discrete-Element Method Simulations and Experiment
    Zhao, Chao-Fa
    Kruyt, Niels P.
    JOURNAL OF ENGINEERING MECHANICS, 2021, 147 (11)
  • [25] Exploring the effect of particle shape caused by erosion on the shear behaviour of granular materials via the DEM
    Nie, Zhihong
    Fang, Chuanfeng
    Gong, Jian
    Yin, Zhen-Yu
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2020, 202 : 1 - 11
  • [26] The effect of particle shape on porosity of swelling granular materials: Discrete element method and the multi-sphere approximation
    Sweijen, Thomas
    Hassanizadeh, S. Majid
    Aslannejad, Hamed
    Leszczynski, Szymon
    POWDER TECHNOLOGY, 2020, 360 : 1295 - 1304
  • [27] DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials
    Cerfontaine, B.
    Ciantia, M. O.
    Brown, M. J.
    White, D. J.
    Sharif, Y. U.
    COMPUTERS AND GEOTECHNICS, 2023, 161
  • [28] Mechanical behavior and particle crushing of irregular granular material under high pressure using discrete element method
    Qinglin Chen
    Zugui Li
    Zeyu Dai
    Xiaojun Wang
    Chao Zhang
    Xuepeng Zhang
    Scientific Reports, 13
  • [29] Mechanical behavior and particle crushing of irregular granular material under high pressure using discrete element method
    Chen, Qinglin
    Li, Zugui
    Dai, Zeyu
    Wang, Xiaojun
    Zhang, Chao
    Zhang, Xuepeng
    SCIENTIFIC REPORTS, 2023, 13 (01)
  • [30] Effect of the intermediate principal stress on the mechanical behaviour of breakable granular materials using realistic particle models
    Chuanfeng Fang
    Jian Gong
    Mingtao Jia
    Zhihong Nie
    Wei Hu
    Bo Li
    Acta Geotechnica, 2022, 17 : 4887 - 4904