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Warping Boundry Conditions in ABAQUS

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ahmadw

Structural
Dec 26, 2013
7
Hello,

I am trying to model a beam element in ABAQUS but it is not taking any warping restraints for the model. It says that I cannot impose displacement, rotation and angular velocity restrictions at a node (which is the case for warping condition Theta'=0). Could anyone please guide me as to how am I supposed to model any warping conditions in ABAQUS?
A prompt response shall be highly appreciated! .

Regards
 
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My guess is that this can only be applied to the MEMBER's end, not do the node directly. That's because this is related to member end releases, not joint boundary conditions.

Though I have to admit that I am just guessing and have never actually used ABAQUS.
 
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