Good day.
I would like to investigate on a few models how the use of initial conditions affects a slab with ribbed beams, especially regarding the internal forces of the secondary beams.
Is there currently a way to model/view this?
In my second attempt, I modeled the slab with the damaged material and the ribbed beams as linear elastic; this apparently did not work because ribbed beams cannot be used with other material models. Unfortunately, I also quickly found no way to select the damaged material model for the ribbed beams.
Previously, I calculated it once as linear elastic, but as expected, no differences were noticeable.
I would be very pleased to receive feedback,
Best regards,
Nick
,