I'm using the concrete damage plasticity model and when my beam should begin cracking (stress equals modulus of rupture) then the model stops running. Any clues on how to get it to keep running through that point, I added rebar and it as the same problem.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
The automotive parts aftermarket is a 2 trillion-dollar business. Major OEMâ€™s like General Motors are eager to win a substantial portion of that market in one of the most difficult supply chain systems in the world. Download Now
Designers in every industry are being pushed to produce larger and more complex product assembles. Add to that the demands that new software features place on your hardware, and you can be in for some serious performance issues. Download Now