DEM study on the effect of pore characteristic on single particle crushing behavior of porous articles

被引:0
|
作者
Kuang, Du-min [1 ]
Long, Zhi-lin [1 ]
Ogwu, Ikechukwu [1 ]
Kuang, Feng-lan [1 ]
Yang, Ling-ming [1 ]
机构
[1] Xiangtan Univ, Coll Civil Engn, Xiangtan 411105, Peoples R China
基金
中国国家自然科学基金;
关键词
Pore characteristics; Discrete element method; Single particle crushing behavior; DISCRETE ELEMENT SIMULATION; COMPRESSIVE STRENGTH; SIZE DISTRIBUTION; GRANULAR-MATERIALS; POROSITY; SAND; MODEL; PERMEABILITY; PARAMETERS; EVOLUTION;
D O I
10.1016/j.compgeo.2023.105919
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study aims to investigate the effect of pore characteristic on the single particle crushing behavior of porous particles. A series of discrete element simulations of single-particle crushing test were conducted on the porous particle modeled as an assembly of boned elementary blocks. The size of pores within numerical samples was assumed to follow a fractal distribution. The effects of pore characteristics on particle crushing strength and fragmentation were analyzed. Numerical results confirmed that the increasing porosity and fractal dimension of pore distribution can reduce its crushing strength and variability. Besides, three types of fragmentation patterns (brittle failure, similar brittle failure and ductile failure) were observed. As the porosity and fractal dimension increase, the fragmentation pattern transforms from 'brittle failure' and 'similar brittle failure' to 'ductile failure'. Based on the numerical results, an empirical equation was developed for the statistical crushing strength estimation of porous particles. Comparisons between the calculated and numerical results indicate that the proposed empirical equation could be applicable in characterizing the statistical crushing strength of porous particles.
引用
收藏
页数:14
相关论文
共 50 条
  • [31] Characteristic Behavior of Drained and Undrained Triaxial Compression Tests: DEM Study
    Nguyen, H. B. K.
    Rahman, M. M.
    Fourie, A. B.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (09)
  • [32] STUDY ON THE FRACTAL CHARACTERISTIC OF PORE THINNING EFFECT OF CONCRETE
    Ding Xiangqun
    Zhang Yichao
    Wang Fengchi
    Zhou Jinghai
    REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2020, 50 (02): : 268 - 273
  • [33] Pore scale simulation of coke removal behavior inside a porous catalytic particle
    Yang X.
    Gao G.
    Wang S.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2023, 55 (01): : 12 - 18
  • [34] Study on single particle compression crushing characteristics of iron ore with five different particle sizes
    Yin, Zixin
    Wang, Nan
    Li, Tongqing
    AIP Advances, 2024, 14 (10)
  • [35] On the effect of pore pressure on the isotropic behavior of saturated porous media
    Kytomaa, H
    Kataja, M
    Timonen, J
    JOURNAL OF APPLIED PHYSICS, 1997, 81 (11) : 7148 - 7152
  • [36] Effect of pore shape on the effective behavior of viscoelastic porous media
    Sy-Tuan Nguyen
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2017, 125 : 161 - 171
  • [37] Effect of Particle Shape on Constitutive Relation: DEM Study
    Nguyen, H. B. K.
    Rahman, M. M.
    Fourie, A. B.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2020, 146 (07)
  • [38] A study of mechanical behavior of rock-fill materials with reference to particle crushing
    Huang WenXiong
    Ren QingWen
    Sun De'an
    SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES, 2007, 50 (Suppl 1): : 125 - 135
  • [39] A study of mechanical behavior of rock-fill materials with reference to particle crushing
    HUANG WenXiong1?
    2 Department of Civil Engineering
    Science China Technological Sciences, 2007, (S1) : 125 - 135
  • [40] A study of mechanical behavior of rock-fill materials with reference to particle crushing
    WenXiong Huang
    QingWen Ren
    DeAn Sun
    Science in China Series E: Technological Sciences, 2007, 50 : 125 - 135