Crack growth under biaxial compression
By E. Sahouryeh, A. Dyskin, L. Germanovich. 2002
166 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/76d36bbcb9e07be22e733836112a7d2136ed85fb
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In Civil and Structural Engineering
In Materials Chemistry
In Mechanics of Materials
Citations in the corpus
- The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression (2016, background): “From those experimental results, the flaw inclination angle, bridging angle and frictional coefficient on the flaw surfaces control the patterns of crack coalescence (Shen et al. 1995; Wong and Chau 1998; Bobet and Einstein 1998; & Xiaoping Zhou cqxpzhou@hotmail.com 1 State Key Laboratory of Coal Mi”
- An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression (2014, background): “…H. Cheng Y. F. Feng Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing 400045, People’s Republic of China 1995; Sahouryeh et al. 2002; Li et al. 2005; Wong and Einstein 2006; Park and Bobet 2010; Yang et al. 2012).”
- A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw (2012, background): “In view of these observations, Sahouryeh and Dyskin experimentally investigated 3D crack growth under biaxial compression [8].”
- Experimental Study on the Growth, Coalescence and Wrapping Behaviors of 3D Cross-Embedded Flaws Under Uniaxial Compression (2018, background): “For specimens containing the 3D pre-existing embedded crack, Dyskin and co-authors (Dyskin et al. 1994a, b, 2003; Germanovich and Dyskin 2000; Sahouryeh et al. 2002) conducted a series of uniaxial compression tests on transparent specimens made from resin, PMMA and borosilicate glass.”
- Mechanical Behavior of Brittle Rock-Like Specimens with Pre-existing Fissures Under Uniaxial Loading: Experimental Studies and Particle Mechanics Approach (2016, result): “Previous experimental results showed that: there were three types of cracks observed in experiments, wing cracks, quasi-coplanar secondary cracks and oblique secondary cracks (Shen 1995; Sahouryeh et al. 2002; Li et al. 2005; Wong and Einstein 2006; Park and Bobet 2010; Yang et al. 2012; Cao et al. ”