Mohamed Zied
Structural
- Jul 15, 2020
- 43
Hi,
I am modeling a steel girder bridge and I would like to assess the effect of an increasing damage level on the remaining load-carrying capacity. Therefore, I want to increase the live load for each damage case until reaching the maximum deflection/ stresses for each damage model.
Is there a way to set conditions and conduct an iterative analysis until the conditions are satisfied? And how can output the load that satisfies the preset conditions?
Thank you in advance.
I am modeling a steel girder bridge and I would like to assess the effect of an increasing damage level on the remaining load-carrying capacity. Therefore, I want to increase the live load for each damage case until reaching the maximum deflection/ stresses for each damage model.
Is there a way to set conditions and conduct an iterative analysis until the conditions are satisfied? And how can output the load that satisfies the preset conditions?
Thank you in advance.