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Constraints to apply in a transient structural solver system

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Old   July 22, 2016, 16:57
Default Constraints to apply in a transient structural solver system
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Hi,

I have a structure which is axisymmetric in x,y,z. When certain force or pressure is applied, I want the structure to deform or move freely.

what are types of constraints i need to provide to the system to match my above criteria of making the structure freely. ?

The given constraints in transient are:

displacements,remote only displacements, frictionless support, compression only support, cylindrical support, elastic support.

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