Stress Strain values of 0 for Non-Linear analysis

[sm3082]

I am trying to complete non linear analysis for a structure and have defined material properties using the el_mat, but always get 0 as the stress and strain values. What am I doing wrong?

Thanks

[seismosoft]

Hello sm3082,

Indeed there is a problem in the el_mat material model and the stress point values are not exported correctly. We will fix this in the next release of the program. Many thanks for reporting this.
Seismosoft Support

[seismosoft]

Note that you can also monitor the stress-strain state of the cross-section with the stress and strain peaks output. In order to activate this you should go to the Output page of the pre-processor and select the elements for this output (by default the stress and strain peaks and output for no element).
Seismosoft Support