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Stiffness matrix

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ansysfreak

Civil/Environmental
Feb 27, 2005
167
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
 
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Hi,

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

Alex
 
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