Single degree of freedom system/equivalent mass

AI Thread Summary
Using Comsol to model a simple truss can yield a frequency response resembling a single degree of freedom system, allowing for the calculation of spring constant, damping, and equivalent mass. The discussion raises the question of whether the equivalent mass can exceed the combined mass of the truss and any applied loads, suggesting that such a scenario might indicate an error in the modeling process. It is noted that many modeling approaches for single degree of freedom systems rely on approximating energy through assumed deflection forms to estimate the lowest mode vector. Clarification is sought on whether Comsol employs a similar methodology or utilizes a different technique for its modeling. Understanding these aspects is crucial for accurate modeling and interpretation of results in structural dynamics.
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It's possible to use Comsol to model a simple truss and the resulting frequency response looks like a single degree of freedom system. Using that data you can calculate a value for the spring constant, damping, and equivalent mass of the system etc and plot the frequency response of an ideal system with those parameters. Let's say you get a curve that's a good fit to the curve Comsol produced.

Is it possible for the equivalent mass to be greater than the mass of the truss and an applied load mass? Or would that indicate you have made a mistake?
 
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I don't know anything about Comsol, but most attempts to model a structure as a single degree of freedom are based on approximating the energy using an assumed deflection form to approximate the lowest mode vector. Is this how Comsol works, or do they have something else going on?
 
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