The material properties of the rebar and concrete are set to be completely elasto-plastic.
Material properties were set as shown in the following image.
​​​​​​​ However, the yield stress is exceeded at the integration point of concrete.
How can I prevent the yield stress from being exceeded?
The coefficient of friction is 0.3.
Thank you in advance.

Edu ​​​​​​​3DEXPERIENCE ​​​​​​​Abaqus ​​​​​​​