A 3D GENERALIZED RIGID PARTICLE CONTACT MODEL FOR ROCK FRACTURE

被引:0
作者
Monteiro Azevedo, N. [1 ]
Lemos, J. [1 ]
机构
[1] LNEC, Concrete Dams Dept, P-1700066 Lisbon, Portugal
来源
PARTICLE-BASED METHODS II: FUNDAMENTALS AND APPLICATIONS | 2011年
关键词
DEM; Contact model; Fracture; Rock;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Detailed rigid particle models have been proposed for modeling fracture in quasi-brittle materials. The rigid particle circular models proposed in the literature do not properly reproduce the known rock friction angle and the observed rock tensile strength to compression strength ratio. In this article, a 3D rigid particle contact model, 3D-GCM, is presented which has been developed to study fracture phenomena in rock. The 3D-GCM contact model incorporates in a straightforward manner the force versus displacement relationships of the traditional contact point contact model model, PCM. Furthermore it provides both moment transmission and simple physical constitutive models based on standard force displacement relationships. The 3D-GCM model is validated against known triaxial and Brazilian tests of a granite rock. It is shown that the enhanced rigid particle model leads to a better agreement with the experimental results.
引用
收藏
页码:514 / 525
页数:12
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