Reply To: Tensile Failure in Ansys but not in reality related to preload

[Pedram Samadian]

Hi,

I created a simple cube model with similar material properties under a tensile stress higher than the tensile strength and ran it using a Static Structural solver successfully without any errors. Where on the part do you apply the load? Can you please provide the exact error message indiacted in the message file? The sentence “Ansys says that it breaks because of the tensile strengh” is not clear to me.

Thanks,

Pedram