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March 30, 2024 at 4:21 pm
Adeleine Cabrera
SubscriberHi. I have modeled a reinforced concrete beam to column connection. After analyzing the total deformation on Transient Structural, the stirrups inside the concrete looked like this.
Â
The stirrups are set to LINK type while the concrete is just solid. I already made the whole structure to have a shared topology.
I'm trying to analyze but, this error stopped the analysis:
"The value of UZ at node 4111 is 3.855907948E+09. It is greater than  Â
 the current limit of 1000000 (which can be reset on the NCNV command).Â
 This generally indicates rigid body motion as a result of an         Â
 unconstrained model. Verify that your model is properly constrained."This node is found on the stirrups. So the problem lies on the stirrups. I have already followed video tutorials but, they seem not to work.Â
The stirrups initially looks like this and should move with the concrete and longitudinal:
I tried to analyze again and the stirrups are still not moving:
Kindly help me with this. Thank you.
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April 2, 2024 at 7:32 am
Erik Kostson
Ansys Employee-
April 2, 2024 at 10:17 am
Adeleine Cabrera
SubscriberHi. Sorry, I thought the probem is because of the 3d model.
Does using Reinforcement model type allows the use of element LINK180? I need the stirrups and steels to have this element.
Thank you!
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- The topic ‘Moving Stirrups’ is closed to new replies.
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