Numerical analysis of influence of rock mesostructure on its deformation and strength
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Numerical analysis of influence of rock mesostructure on its deformation and strength
Vol. 32, Issue 11, (2011)
作者机构:
1. 东北大学 岩石破裂与失稳研究中心,沈阳,110004
2. 大连理工大学 土木与水利学院,辽宁,大连,116024
作者简介:
基金信息:
DOI:
CLC:TU45
Online First:09 November 2011,
Published:2011
稿件说明:
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YU Qing-lei, YANG Tian-hong, ZHENG Chao, et al. Numerical analysis of influence of rock mesostructure on its deformation and strength[J]. 2011, 32(11).
DOI:
YU Qing-lei, YANG Tian-hong, ZHENG Chao, et al. Numerical analysis of influence of rock mesostructure on its deformation and strength[J]. 2011, 32(11).DOI:
Numerical analysis of influence of rock mesostructure on its deformation and strength
Digital image processing method is used as a tool to represent the heterogeneity of rock
which can be introduced into the finite element method; and a numerical model considering the real mesostructure of rock is established. By using this method to represent the heterogeneity of granite
a numerical specimen of granite is built to carry out uniaxial compressive tests. The influence of granite’s mesostructure on its deformation and strength is studied. The results show that the mesostructure of granite has an important effect on stress concentration under loading. The compressive strength of granite is evidently different when loading under different directions
and presents anisotropic behavior. But the influence of mesostructure of granite on its elastic modulus is very small. The digital image-based numerical method proposed provides an effective tool to study the mesomechanical behaviors of rock and rock-like materials.