I am using ANSYS workbench to do a FEA of a slab by having a punching shear of a 6.2 mm deflection; however struggling with the softening. the material is UHPFRC. which way is better to add the softening inputs (Engineering Data or Commands), also incase of using commands, what are the commands for this particular problem. if you have got the softening inputs for UHPFRC, it would be highly appetite for sharing with me.