analysis plane stress with non-linear concrete

[Barbara_S11]

Good morning.
I am new to the forum, I started using the ansys program for flat analysis (plane stress) with 2d plane183 elements. Now I need to perform non-linear analysis considering concrete material with different traction and compression behaviour, i.e. considering its constructive bond. what kind of material model should I use?
Thank you.

 

[volaff]

depends on the version of ansys you use.
with the workbench just look for a bit.

 

[Barbara_S11]

depends on the version of ansys you use.
with the workbench just look for a bit.

I use version 19 academic. Can you give me more information?
Thank you.

 

[volaff]

with the classic version I don't know honestly

 

[Barbara_S11]

I have inserted the constitutive bond as a kinematic multilinear as prescribed by ec2, but can I define the maximum limits for traction and compression? reading the manual if I insert a material like multilinear mirrors the traction and compression