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 evaluate the stresses of the embeded region for both the concrete and steel rebar. Ultimately, I would...
Hi,
I am trying to model reinforced concrete(RC)with experimental data in order to capture the strain-hardening effect. My model is a simple concrete block with reinforcing steel (truss elements) embedded inside. The model is subjected to a uniform distributed load and self weight.
When...
Please disregard this post. I should've read the posting guideline before post. Unfortunately, I am not able to remove or edit the post. I apologize for my action.
Hi all,
I am an ABAQUS novice working on a graduation project. My model is a reinforced concrete Tee-joint with steel rebars and stirrups embedded to the concrete. The concrete is modeled using the Damage-Plasticity model, with mostly default suggested values. The elastic and plastic values...
