Re: geometric nonlinear deflection of cantilever

I have uploaded the .mess file and the .comm file , you can access it through the previous link. I have used COQUE to define the shell thickness for the geometry. I used DEFI_FONCTION to define a table that would specify the load increments I would like to use and the time step I would like it to follow,. I used STAT_NON_LINE as I am aware that this is a geometrtically non linear mechanical problem.

Any input and assistance would be greatly appreciated.

NB: i use CAELinux which has Salome Meca 2013.1. The comm file was done through eficas using stable version 10 of code_aster.