Effect of crack interaction and friction on the dynamic strength of rock-like materials with many cracks

被引:3
|
作者
Qi, Chengzhi [1 ,2 ]
Xia, Chen [1 ,2 ]
Dyskin, Arcady [3 ]
Zhao, Fa [1 ,2 ]
机构
[1] Beijing Univ Civil Engn & Architecture, Beijing Adv Innovat Ctr Future Urban Design, Beijing 100044, Peoples R China
[2] Beijing Univ Civil Engn & Architecture, Int Cooperat Base Transportat Infrastruct Constru, Beijing 100044, Peoples R China
[3] Univ Western Australia, Dept Civil Environm & Min Engn, Perth, WA 6009, Australia
基金
中国国家自然科学基金; 澳大利亚研究理事会;
关键词
Rock-like materials; Dynamic axial strength; Crack interaction; Friction coefficient; CONCRETE-LIKE MATERIALS; STRAIN-RATE; BRITTLE SOLIDS; COMPRESSIVE STRENGTH; DAMAGE MODEL; GROWTH; FAILURE; STRESS; DEFORMATION; ENHANCEMENT;
D O I
10.1016/j.engfracmech.2021.108006
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Rock-like materials are heterogeneous and contain numerous defects. Under compression, the widely used two-dimensional wing crack models cannot accurately describe the threedimensional behaviour of cracks because the three-dimensional secondary crack will wrap (curl) around the disc-shaped primary crack under uniaxial loading. Moreover, experimental results have shown that a single embedded crack expands easily when the lateral compression is higher than approximately 6% of the axial compression. To describe the three-dimensional behaviour of cracks under uniaxial compressive loading accurately, we propose a threedimensional wing crack model that incorporates the crack propagation dynamics, the inertia effect, the dependence of the friction coefficient on the slip velocity of the crack faces, and the interaction between cracks. We numerically solve the crack propagation dynamics equation, crack interaction equations, friction coefficient equations, and constitutive equation to estimate the effects of the friction coefficient and crack density on the dynamic strength of samples containing mode I cracks. The numerical results indicate that as the crack density increases, the initiation of crack growth and failure of the sample both occur earlier, while the loading stress at the initiation and failure points decreases. The inertia-induced additional axial stress increases with increasing crack density. The failure of the sample occurs earlier at a lower loading stress when considering the modified friction law than when considering a constant friction coefficient.
引用
收藏
页数:19
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