I have a SS beam (Solid C3D8R), I did frequency analysis and obtained each mode. Then I tried to replace the boundary condition with Spring elements (connected to Ground) to replicate the same frequencies. Regardless of No. of DOF and stiffness value I define, I get same frequencies! The model is sound and has no error.

The reason I am Interested in Spring is to find out the fixity of support, because sometimes the full fixity does not match the experimental boundary conditions, which is the case for me. Hence, I need to use Spring Elements in order to find out the approximate fixity of my boundary condition to match with experimental frequencies.

Cheers,

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