Restraint stiffness
Restraint stiffness
(OP)
Hi All,
I was just wondering what people think is the best way to introduce a restraint stiffness value into an ANSYS structural model.
Say we have a structure that is modelled as being fixed in the X and Z directions translationally at certain locations. However on closer investigation we need to introduce some flexibility of the X translational restraint. What is the best method of doing this?
I was just wondering what people think is the best way to introduce a restraint stiffness value into an ANSYS structural model.
Say we have a structure that is modelled as being fixed in the X and Z directions translationally at certain locations. However on closer investigation we need to introduce some flexibility of the X translational restraint. What is the best method of doing this?





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RE: Restraint stiffness
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