Effect of Rate-Dependent Breakage on Strength and Deformation of Granular Sample-A DEM Study

被引:0
|
作者
Das, Soukat Kumar [1 ]
Abuel-Naga, Hossam [2 ]
机构
[1] Natl Inst Technol Rourkela, Dept Civil Engn, Rourkela 769008, India
[2] La Trobe Univ, Dept Engn, Melbourne, Vic 3086, Australia
关键词
DEM; granular; strain rate; breakage; fabric-tensor; coordination number; PARTICLE BREAKAGE; STRAIN-RATE; CONFINED COMMINUTION; CRITICAL-STATE; SAND; BEHAVIOR; SIZE; COMPRESSION; MECHANICS; MEDIA;
D O I
10.3390/min14111102
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The mechanical response of granular materials is influenced significantly by both the magnitude and strain rate. While traditionally considered rate-independent in the quasi-static regime, granular media can exhibit rate effects in certain instances. This research uses two-dimensional discrete element modelling (DEM) to investigate the rate effects in one-dimensional compression tests by comparing non-crushable with crushable granular samples. This study indicates that micromechanical properties such as particle breakage and contact force distributions are predominant factors in dictating the macroscopic responses of the material. The DEM simulations highlight differences in macroscopic changes between crushable and non-crushable samples, demonstrating a clear correlation between mechanical properties and underlying microstructural features. Notably, the distribution of contact forces varies with strain rates, influencing the degree of particle breakage and, consequently, the overall rate-dependent behaviour. Further, this study explores the impact of post-breakage contact creation and progressive force redistribution, which contributes to observable differences in macroscopic stress under varying loading rates, which is quantified using coordination number, particle velocity, and fabric tensor profiles at two loading rates.
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页数:21
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