Modeling of Crack Initiation, Propagation and Coalescence in Uniaxial Compression
By B. Vásárhelyi, A. Bobet. 2000
165 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/018da46f6913194d67361f7d6368272be93a805d
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- A Study of the Failure Mechanism of Planar Non-Persistent Open Joints Using PFC2D (2012, methodology): “Vasarhelyi and Bobet (2000) have used DDM to model the crack initiation, propagation and coalescence between the two bridged flaws in gypsum under uniaxial compression.”
- Crack Initiation, Propagation and Coalescence in Rock-Like Material Containing Two Flaws: a Numerical Study Based on Bonded-Particle Model Approach (2013, methodology): “those crack types presented in Zhang and Wong (2012). The terms first cracks and secondary cracks are only used for indicating a temporal relationship of crack initiation events, without implying the nature (tensile/shear) of the cracks.”
- An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression (2011, unknown): “For practical purposes, three criteria are mainly applied (Bobet and Einstein, 1998b; Vásárhelyi and Bobet, 2000): the maximum tangential stress theory (Erdogan and Sih, 1963), maximum energy release rate theory (Hussian et al.”
- Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws (2015, methodology): “Vasarhelyi and Bobet (2000) applied the DDM to model crack initiation, propagation, and coalescence between two bridged flaws in gypsum under uniaxial compression.”