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Hello, Mathias Peron. I think panels in the Robot have non-line behaviour. At first, you can check in results "panel deflection" and then switch into Required (Theoretical) Reinforcement panel. There you will see six or eight times higher deflection which depend on the how width cracks are opened and the diameter of the bars. As I understand it is the non-linear behaviour of panels. Can you explain in details what do you expect from Robot? How might it work? Thank you.
Hi Pavlo, I am talking about material nonlinearity. After reaching yield stresses, material behavior is not the same. Displacement increases drastically and yield propagate. This is not really applicable to RC structures. I am talking about metal structures here.
