Article ID Journal Published Year Pages File Type
290410 Journal of Sound and Vibration 2007 8 Pages PDF
Abstract

A simplified dynamic stiffness type linear model is used to analytically find the step responses of a nonlinear hydraulic mount in terms of the transmitted force and top chamber pressure. The closed form solution could be efficiently implemented with effective mount parameters, and peak value and the decay curve predictions could provide some insight into the nonlinear behavior. The analytical solutions to an ideal step input correlate well with both numerical simulations (of the same linear model) and measurements when a step-like displacement excitation is applied to fixed and free decoupler mounts.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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