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Constraints to apply in a transient structural solver system |
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July 22, 2016, 16:59 |
Constraints to apply in a transient structural solver system
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New Member
NY
Join Date: Mar 2016
Posts: 14
Rep Power: 10 |
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. Please respond |
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