![]() ![]() Each node has two force components, finding the resultant gives me range of forces on nodes=2.073N to 2.086N (I have no clue why there are different forces on each node at this stage).įorce on each node should be =Moment/(node*radius)= 1000Nmm/(32*15mm)=2.083N on each node. Exported to excel file and summed for each node and I got the exact same output sum of 1000Nmm. Then I extracted the nodal forces using the ENFOVECTORS-user defined results at the 30mm dia edge. I tried to see constraint equations by issuing CELIST command but there are no constraint equations displayed in post processor which proved Ansys is creating MPC's using above elements. I tested simple example -30mm ID and 50mm OD hollow circular surface and applying the 1000Nmm torsional moment at remote point at the centre scoped to 30mm dia edge with rigid behavior. In workbench MPC constraint are created using above two elements for force and moment transfer. These are specific to Ansys APDL I think. So yes CERIG/RBE2 or RBE3 is not used in the Workbench for remote point application. ![]() You can see the above two elements used in solution output window. Indeed the remote point application uses the TARGE170 and CONTA175 elements in the Workbench. Its long time since I used Ansys so yes this is surprising to me now. ![]()
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