Continuum modeling of discontinuous rock structures Homogenization of discrete particle assemblies

被引:6
作者
Stefanou, Ioannis [1 ]
Sulem, Jean [2 ]
机构
[1] Natl Tech Univ Athens, Dept Appl Math & Phys, GR-10682 Athens, Greece
[2] Univ Paris Est, Ecole Ponts ParisTech, CERMES, UR Navier, Marne La Vallee, France
基金
欧洲研究理事会;
关键词
Cosserat continuum; micromorphic continuum; homogenization; rock joints; LIMIT ANALYSIS; VIRTUAL POWER; MASONRY; MECHANICS; FAILURE; MASSES;
D O I
10.3166/EJECE.14.1199-1217
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A continuum model for discontinuous rock masses is presented here. The discrete system is formed by three joint sets of arbitrary geometrical and mechanical properties. In the general case the joint blocks are parallelepipeds that interact through their interfaces transferring both forces and torques. For geometrical reasons the inertia tensor of the blocks is not isotropic and the bending at the interfaces is non-symmetric. The derived continuum is an anisotropic three dimensional Cosserat continuum, which approximates the discrete system for wavelengths five times bigger the characteristic length of the typical rock block.
引用
收藏
页码:1199 / 1217
页数:19
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