I am simultating compression test of pottery clay using mohr coulomb model in abaqus, is there any setup we do that cause element failure?

04 June 2025 1 551 Report

I want to see how crack forms using mohr coulomb model in abaqus. I want to know how we can see the crack or element gets deleted once stress level is reached. Just like in concrete damage plasticity model we use failure criteria, Type = strain. Is there anyway we do it similarly in mohr coulomb plasticity model. Your help is greatly appreciated.

Engr. Tufail

Use Mohr-Coulomb + Ductile Damage.

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