A brief review of "granular elasticity" - Why and how far is sand elastic?

被引:45
作者
Jiang, Y. [1 ]
Liu, M.
机构
[1] Cent S Univ, Sch Phys Sci & Technol, Changsha 410083, Peoples R China
[2] Cent S Univ, State Key Lab Powder Met, Changsha 410083, Peoples R China
[3] Univ Tubingen, D-72076 Tubingen, Germany
关键词
45.70.-n Granular systems; 81.05.Rm Porous materials; granular materials; 81.40.Jj Elasticity and anelasticity, stress-strain relations;
D O I
10.1140/epje/e2007-00009-x
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Although granular materials are predominantly plastic, preparation-dependent, anisotropic under shear, and incrementally nonlinear, their static stress distribution is well accounted for, in the whole range up to the point of failure, by an isotropic, nonlinear and carefully tailored elasticity theory termed GE, for "granular elasticity". Its usefulness, limits, and the understanding behind it are reviewed, and some contentious questions (e.g. what is the elastic reference state, how to measure the elastic displacement) discussed.
引用
收藏
页码:255 / 260
页数:6
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