Hi,
Model:
I am modeling a simple pull out test, 30 inch diameter by 20 in tall concrete cyclinder, with a 25 inch steel rebar embedded 5 inch into the concrete cylinder. The goal is to see what is the stresses of the embeded region for both the concrete and steel rebar. Ultimately, I would try to incorporate the damage concrete plastic model, but that is after I figure this out.
Constraints:
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