Fracture Simulation in Materials | DISROC |
This joint model is defined by: - Non linear elastic model under normal stress allowing to limit the joint closure to a maximum value e. - Hyperbolic strength criterion generalizing the Mohr-Coulomb model. It is defined by a cohesion, tensile strength and asymptotic friction angle - Non associate plastic potential with a dilation angle different from the friction angle - Cohesion and friction angle degradation from initial values to smaller residual values - A maximum shear stress followed by a cohesion degradation phase |
Non linear elastic behavior under normal stress : maximum closure limited to the initial thickness e | Hyperbolic strength surface F0 degrading (red arrows) into a residual strength surface Fr |
Rock joint submitted to a combined normal and shear loading | Shear stress version tangent relative displacement for a rock joint with the Barton-Bandis model: strength degradation after a maximum shear stress |
More information: Materials Caralog , Disroc Diaporama
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