I am working on simulating soil-pile non-linear buckling behavior in Ansys APDL using soil spring method. I want a 5,000 kN lateral load at pile's head to have the pile head displacement as the geometry imperfection. Then i want to apply axial load at pile head from 0 to 100,000 kN over time with 2,000 kN increment. Please help me and if anyone has other buckling analysis methods in this field please share me, thank you in advance.
You are navigating away from the AIS Discovery experience