Micro-Macro characterization of granular materials

被引:0
|
作者
Zhang, Yanqiong [1 ]
XU, Xiaomin [2 ,3 ,4 ]
Ling, Daosheng [2 ]
机构
[1] Zhejiang Ind Polytech Coll, Dept Civil Engn & Architecture, Shaoxing, Peoples R China
[2] Zhejiang Univ, Key Lab Soft Soils & Geoenvironmental Engn MOE, Hangzhou, Peoples R China
[3] Univ Cambridge, Dept Engn, Cambridge, England
[4] Univ Cambridge, Dept Engn, Cambridge, England
来源
基金
中国国家自然科学基金;
关键词
Granular material; Micro-scale; Coordination number; Fabric; Discrete element method; ASSEMBLIES; SIMULATIONS; STRESS; MEDIA;
D O I
10.4028/www.scientific.net/AMR.598.345
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The intrinsic complexity of granular materials stems from the fact that the characterizing variables at the micro-scale and the macro-scale are of different nature. Macroscopically, tensorial variables (stress tensor, strain tensor, fabric tensor) are commonly used based on Representative Volume Element (RYE), while vectorial variables (contact force, contact displacement, contact normal) are adopted at particle-scale. This paper mainly discusses some basic characterizations for these two scales, as well as their correlations. Numerical simulations using Discrete Element Method (DEM) are then conducted to show the evolutions of both microscopic and macroscopic variables during monotonic loading. It is indicated that the particle reorientations in the dense sample are much More pronounced than that in the loose one during shearing.
引用
收藏
页码:345 / +
页数:2
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