i modeled fiber reinforced Prestressed concrete beam in ANSYS software to validate its behavior.but up-to peak only program running after peak software is terminating.can you please help me
If you use strain controlled condition, you will receive the post peak behavior. If stress controlled boundary is used it will terminate after peak.
Thanks for response sir.
In material property : I entered stress strain values
For prestressing: Inistate,define commands I used for modeling
But I don't know how to proceed by strain control method . Sir can you please explain in detail..!
If you need to go for post peak then you should apply your load as a displacement controlled loading (apply a displacement instead of force).
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