Numerical Simulation of Rock Fracturing under Uniaxial Compression Using Virtual Internal Bond Model

被引:4
作者
柯长仁 [1 ,2 ]
蒋俊玲 [2 ]
葛修润 [1 ,3 ]
机构
[1] School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University
[2] School of Civil Engineering, Hubei University of Technology
[3] Institute of Rock and Soil Mechanics, The Chinese Academy of Science
关键词
D O I
暂无
中图分类号
TU452 [岩体力学性质及应力理论分析];
学科分类号
081904 [岩体力学与工程];
摘要
A multi-scale virtual internal bond (VIB) model for the isotropic materials has been recently proposed to describe the material deformation and fracturing. During the simulation process of material fracturing using VIB, the fracture criterion is directly built into the constitutive formulation of the material using the cohesive force law. Enlightened by the similarity of the damage constitutive model of rock under uniaxial compression and the cohesive force law of VIB, a VIB density function of rock under uniaxial compression is suggested. The elastic modulus tensor is formulated on the basis of the density function. Thus the complete deformation process of rock under the uniaxial compression is simulated.
引用
收藏
页码:423 / 428
页数:6
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