Abstract:
The influence of boundary conditions on the fracture of brittle geomaterial in the stress concentration zone under biaxial loading with account for the size effect is theoretically and experimentally studied. The calculation results are compared with the experimental data.
Citation:
S. V. Suknev, “Fracture of brittle geomaterial with a circular hole under biaxial loading”, Prikl. Mekh. Tekh. Fiz., 56:6 (2015), 166–172; J. Appl. Mech. Tech. Phys., 56:6 (2015), 1078–1083