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If one has to apply boundary conditions to holes shown as the attached photo then Which RBE should be used ?
In general for providing fixed support, certain displacement or load should one use RBE-2 or RBE-3 ?
Hello Rishabh,
In general you should use RBE2 for constraints and RBE3 for loads.
*RBE2 creates a "rigid motion" whereas RBE3 creates a "load distribution"
Please find below a brief summary of each:
Hello Rishabh, In general you should use RBE2 for constraints and RBE3 for loads. *RBE2 creates a "rigid motion" whereas RBE3 creates a "load distribution" Please find below a brief summary of each:
Any way to get the RBE3 to distribute the load equally instead of weighting the distribution by distance?
I would use the RBE2 instead or apply the forces directly to the nodes.
Thank you
