Numerical Investigation of the Cushion and Size Effects During Single-Particle Crushing via DEM

被引:0
作者
Du-min Kuang
Zhi-lin Long
Rui-qi Guo
Piao-yi Yu
Xu-tong Zhou
Jie Wang
机构
[1] Xiangtan University,College of Civil Engineering and Mechanics
来源
Acta Mechanica Solida Sinica | 2020年 / 33卷
关键词
Particle breakage; Cushion effect; Size effect; Discrete element method;
D O I
暂无
中图分类号
学科分类号
摘要
This paper uses the discrete element method to model the size and cushion effects during single-particle crushing tests. We propose simplified numerical modeling to examine the effects of particle size and coordination number on particle breakage behavior. We validate the proposed modeling by comparing the numerical results with the experimental data reported in the literature, in terms of the variability of particle tensile strength and axial force–displacement responses. Based on the numerical results, it is clear that a larger particle size entails a higher tensile strength with a larger discreteness. In addition, the characteristic tensile strength increases linearly with an increasing coordination number. Moreover, smaller particles are more susceptible to the cushion effect than larger particles. The numerical results also indicate that an increasing coordination number induces a more ductile mode of failure. Based on these results, we propose an empirical equation for calculating tensile strength, incorporating both the cushion effect and the size effect.
引用
收藏
页码:851 / 863
页数:12
相关论文
共 87 条
[21]  
Xu Q(2014)Discrete element modelling of a rock cone crusher Powder Technol 263 151-158
[22]  
Saeidi F(2014)Modeling the particle breakage of rockfill materials with the cohesive crack model Comput Geotech 61 132-143
[23]  
Yahyaei M(2007)The importance of coordination number in using agglomerates to simulate crushable particles in the discrete element method Géotechnique 57 701-705
[24]  
Powell M(1999)A probabilistic approach to sand particle crushing in the triaxial test Géotechnique 49 567-583
[25]  
Tavares LM(1951)A statistical distribution function of wide applicability J Appl Mech 18 293-297
[26]  
Cheshomi A(2018)Effects of size and loading rate on the mechanical properties of single coral particles Powder Technol 342 961-971
[27]  
Sheshde EA(2014)Size effect on the compression breakage strengths of glass particles Powder Technol 268 86-94
[28]  
Zhong S(1967)Failure of rocks under tensile conditions Int J Rock Mech Min Sci 4 219-227
[29]  
Baitalow F(undefined)undefined undefined undefined undefined-undefined
[30]  
Nikrityuk P(undefined)undefined undefined undefined undefined-undefined