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Damping in Advanced Nonlinear Transient Impact Analysis?

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jacksonfem

Structural
Dec 8, 2010
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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.
 
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Any idea??? Thanks.
 
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