Loadstep for joint model
Altair EmployeeI would like to ask which loadstep should I define for using FE-joints.
The loadstep linear-static ignores the 1d fe-joints that I have created, I could fix the model using springs with 0 stiffness in the direction i want to unconstrained the model, but I would like to know how to use the FE-joints. Or are this entities available just for MBD analysis?
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Joints which were created will work for OptiStruct Multi Body Dynamics simulation.
In such case you can use analysis type as multibody dynamic while creating loadstep.