Elmer Discussion Forum

Great, thank you. I will try it.

Karel

Than you very much Peter. It is very helpfull. Now I understand to definiction. Now it is clear. It will be more usefull to define NODAL FORCES. Menu for NODAL FORCES is not defined in standart Elmer graphical menu, isn't it? It must be defined via text script, as I seen in forum. It is big disadvan...

Hello all, I tried to calculate displacement on the end of beam with geometry 0,1 x 0,1 x 1 m. I defined the boundary displacement on the first end (wall) 0 0 0. On the second end is force in y direction -1000 N. By theoretical equation is displacement y = ( F * L^3 ) / (3 * E * J ). As a material I...