Modelling RC component with ABAQUS considering bond-slip.
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Hello, all
I am trying to model a corroded beam under loading considering bond-slip effects. Following is the methods i used,
- FRACTION
I define the interface between the reinforcement and the concrete, then i added fraction and give the fraction coefficient. However without vetical force, the fraction coefficient is useless. I also define the shear limit which brings no improvement too. So i give up this solution.