本构方程
岩土工程
残余强度
变形(气象学)
残余物
空隙(复合材料)
压缩(物理)
硬化(计算)
软化
刚度
材料科学
地质学
结构工程
有限元法
复合材料
工程类
数学
图层(电子)
算法
作者
Wengui Cao,Xin Tan,Chao Zhang,He Min
标识
DOI:10.1139/cgj-2018-0178
摘要
A constitutive model with capacity to simulate the full deformation and failure process for rocks considering initial compression and residual strength behaviors is discussed in this paper. The rock was assumed to consist of the initial voids portion and the solid skeleton portion. The full deformation model of rocks can be established by the consideration of the macroscopic deformation of rocks and the microscopic deformations of the two different portions based on the statistical damage theory. Comparisons between the experimental data from triaxial compression tests and calculated results show that the proposed constitutive model provided a good prediction of the full deformation and failure process, including the effects of initial void compression, stiffness degradation, strain hardening–softening, and residual strength.
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