Study on Failure Characteristic of Rock‐Like Materials With an Open‐Hole Under Uniaxial Compression

  The failure strength model of brittle materials with a pre‐existing open‐hole defect is proposed in this paper. A modified Sammis–Ashby model is deduced, in which it can be used to calculate the peak strength of brittle materials. It shows the law between peak strength σ p and independent variable μ , which is the ratio of open‐hole radius ( a ) to half‐width of the specimen ( t ). Moreover, numerical and experimental investigations on failure process of rock‐like materials with an open‐hole imperfection were carried out. In the experiments, 3D‐digital image correlation method, an optical technique which utilises the full‐field and non‐contact measurement, was employed. A progressive elastic damage method realistic failure process analysis (RFPA) was used in the numerical investigation to inspect and verify the modified model and simulate the failure process. The investigation finds that there are good correlations between the experimental, numerical and theoretical results. Moreover, because of the influences of boundary conditions, shear failure type was obtained both experimentally and numerically.