I use the FRIC subroutine to model the pipe-soil interaction and i want to do this with a complex friction curves with peak and slope.
So when i load my curves every step i found a discontinuity in my curve's results in abaqus (Shear stress in function of slip). "Figure in attachment"
I would like to know how can i load my curves in every increment during the STEP in the subroutine to eliminate the discontinuity. "Figure in attachment"