Thank you for that suggestion. I have tried to implement it, but the solver appears to be having a problem. I have included the code from the .inp file below. If possible, can you tell me if I am understanding it correctly? This is for a group of 11 wires, the connector type is bushing.
I have tried to set an initial length of 7 mm in the "Y" direction of the coordinate system I was required to make (3rd line in INP file below). Then I defined a non-linear force-displacement table for X, Y and Z directions, with no force exerted when the wire is compressed and bi-linear force-displacement when the wire is in tension. Do I understand this correctly?
The warning I am getting is "Solver problem. Zero pivot when processing D.O.F. 6 of 1 nodes." These nodes are on wire endpoints. Any suggestions on how to get this to work would be appreciated.
INP FILE:
*Connector Behavior, name=ALL_ConnectorSection
*Connector Constitutive Reference
0., 7., 0., 0., 0., 0.
*Connector Elasticity, nonlinear, component=1
0.,-1000.
0., 0.
1., 0.1
2., 0.2
3., 0.3
5., 0.4
7., 0.5
*Connector Elasticity, nonlinear, component=2
0.,-1000.
0., 0.
1., 0.1
2., 0.2
3., 0.3
5., 0.4
7., 0.5
*Connector Elasticity, nonlinear, component=3
0.,-1000.
0., 0.
1., 0.1
2., 0.2
3., 0.3
5., 0.4
7., 0.5