displacement in explicit
displacement in explicit
(OP)
Hi,
I have a simple beam without any boundary condition. I have applied concentrated force with amplitude going from positive to negative direction. However the displacement I get goes in the positive direction only. How do I fix this?
I have my .cae file.
Please help me with this.
Binu
I have a simple beam without any boundary condition. I have applied concentrated force with amplitude going from positive to negative direction. However the displacement I get goes in the positive direction only. How do I fix this?
I have my .cae file.
Please help me with this.
Binu





RE: displacement in explicit
RE: displacement in explicit
RE: displacement in explicit
Symmetry/Antisymmetry/Encastre
and choose Encastre. It constraints ALL DOF's for the chosen part of your beam. So no U1=U2=U3=UR1=UR2=UR3=0
This is for 3D, but same should apply if you use 2D.
If you apply load in the negative direction, it should have a negative sign infront of the number. e.g. U2=-1 with an amplitude of X and Time of Y.