The OpenSees Community

Dear All,
Is there a way to modify the parameter for the tension portion of concrete material during push-over analysis?
For example, if I want to modify the modules of rupture ($fcr) for cocnrere06 based on a condition I specified.
Thanks,

I am using Version OpenSees3.3.0-x64.exe
I am using the following code
element mixedBeamColumn $i $i [expr $i+1] $numIntgrPts $BeamSecTagT $BeamTransfTag;

I appreciate your help,

Dear,
I was reading a post by Dr. Michael H. Scott. https://portwooddigital.com/2021/06/13/ ... -actually/
He mentioned a mixedBeamColumn element. How to use this element with Opensees.exe (TCL)? I tried, but it though an error "checking library: OPS_mixedBeamColumn
ERROR -- element of type mixedBeamColumn not known"
Thank you,

Dear all,
Which are the references that were used to build concrete03 especially for tension portion?
Thank you for your help,

Dear all,
I want to use a hybrid Simulation that incorporating both displacement and Load controlled methods. I want to use the Load controlled up to the peak load and the displacement-controlled from peak load to failure. Can you please let me know how to set up a hybrid Simulation?
Thank you for your help!