Minimal example considering a simply supported steel-concrete composite girder. Demonstrating the activation and deactivation of elements during analysis and summing the results.
Codes: Ansys APDL
- simply supported steel-concrete composite I-girder, construction stages, t = 0
- CS1 - bare steel, q1/2 load
- CS2 - composite, t=0; q1 load
- CS1 + CS2 combination
The scripts in this repo have been developed at Department of Structural Engineering, Budapest University of Technology and Economics.