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Stiffness matrix

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ansysfreak

Civil/Environmental
Joined
Feb 27, 2005
Messages
167
Location
NL
Hi,

I have a question about the stiffness matrix?

I am trying to model a beam, and this beam is fixed supported,so this gives a rotation angle of zero. But nou I want to model an elastic fixed rupport, so the rotation angle isn't zero.

Where and how is this definied in the stiffness matrix, or how solve this problem?

Grtz garry
 
Hi,

you can use the Combin7 element as a revolute joint whith defined stifness.

Alex
 
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