Damping in Advanced Nonlinear Transient Impact Analysis?
Damping in Advanced Nonlinear Transient Impact Analysis?
(OP)
Hi everybody!
I perform an anvanced nonlinear transient analysis with contact elements. How I give damping to elements? For example I want to force a ball by gravity and throw it to the floor. Well, I can do it, but without damping. How I do it? Also how I can give different damping to the ball and to the floor?
The dialog Load-->Dynamic analysis, don' t work in SOL601.
Sorry for my english.
I perform an anvanced nonlinear transient analysis with contact elements. How I give damping to elements? For example I want to force a ball by gravity and throw it to the floor. Well, I can do it, but without damping. How I do it? Also how I can give different damping to the ball and to the floor?
The dialog Load-->Dynamic analysis, don' t work in SOL601.
Sorry for my english.





RE: Damping in Advanced Nonlinear Transient Impact Analysis?
Any idea??? Thanks.