Pinned connestion

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a.salmanpour
Posts: 11
Joined: Sun Nov 05, 2006 2:00 am
Location: IIEES

Pinned connestion

Post by a.salmanpour »

Hi
I want to model beams with pinned connection. Which type has less converge problem in transeint analysis, only constraint translation DOFs or constraint translations DOFs and use a rotational spring with very low stifness?

Thanks
A.SALMANPOUR
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

very low stiffness leads to numerical problems in the stiffness matrix.
i think you should try the constraints and try different types of constraint handlers.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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