![]() The safety factor Mohr-Coulomb material model is optional. I am only interested in getting the max load on which failure occurs and the crack on the material. I request if someone please guide me where I am doing wrong? I have used the PLC crack command to see the crack but I am not getting any thing there. The simulation load is passing after the defined load values. I would like to ask that how can I model the brittle fracture in static structural? I have defined the ultimate tensile and ultimate compressive load values in engineering data for the material. The beam is not reinforced with any other material and is supposed to have a brittle fracture after some loading (experimental value around 5Mpa). The concrete beam is 40mm x 40mm x 160mm with span length of 120 mm. I am trying to simulate the brittle fracture of concrete under three-point bending.
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