Several available mathematical models for vibration dampers were compared to dynamic test results. The comparison results in a simple model that agrees well with both the magnitude and phase characteristics of experimentally obtained frequency response functions. The resulting model can be used as a correct boundary condition for finite element models of the structure to which the dampers are attached.
Characterization of a Vibration Damping Mount
Sae Technical Papers
International Off-Highway & Powerplant Congress & Exposition ; 1999
1999-09-13
Aufsatz (Konferenz)
Englisch
Characterization of a Vibration Damping Mount
British Library Conference Proceedings | 1999
|Characterization of a vibration damping mount
Kraftfahrwesen | 1999
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