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Hello.
Can somebody help with my problem? I am trying to model axisymmetric analysis and load one edge (set of nodes) trough one master node (coupling of DOF). Something like in this tutorial:
http://caelinux.org/wiki/index.php/Cont … ses/torque
In tutorial they are performing 3D analysis and using command LIASON_SOLIDE, how can i do the same in 2D AXIS analysis?
Thank you in advance.
Regards,
PATCH
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