Sliding crack model is employed to simulate the strength of rock material under dynamic triaxial compressive loads. Stress intensity factor of crack array considered is estimated by pseudo-traction method. A dynamic crack growth criterion is used in the analysis. The simulated strengths of a granite obtained by the sliding crack model agree with the experimental results.
|Journal||Key Engineering Materials|
|Publication status||Published - 1 Jan 2000|
|Event||International Conference on Fracture and Strength of Solids (FEOFS) 2000 - Pohang, Korea, Republic of (South)|
Duration: 16 Aug 2000 → 18 Aug 2000
Conference number: 4th