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contributor authorLu, Zeqi
contributor authorYang, Tiejun
contributor authorBrennan, Michael J.
contributor authorLi, Xinhui
contributor authorLiu, Zhigang
date accessioned2017-05-09T01:14:18Z
date available2017-05-09T01:14:18Z
date issued2014
identifier issn1048-9002
identifier othervib_136_06_064501.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156831
description abstractLinear singlestage vibration isolation systems have a limitation on their performance, which can be overcome passively by using linear twostage isolations systems. It has been demonstrated by several researchers that linear singlestage isolation systems can be improved upon by using nonlinear stiffness elements, especially for lowfrequency vibrations. In this paper, an investigation is conducted into whether the same improvements can be made to a linear twostage isolation system using the same methodology for both force and base excitation. The benefits of incorporating geometric stiffness nonlinearity in both upper and lower stages are studied. It is found that there are beneficial effects of using nonlinearity in the stiffness in both stages for both types of excitation. Further, it is found that this nonlinearity causes the transmissibility at the lower resonance frequency to bend to the right, but the transmissibility at the higher resonance frequency is not affected in the same way. Generally, it is found that a nonlinear twostage system has superior isolation performance compared to that of a linear twostage isolator.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Performance of a Two Stage Vibration Isolation System Which has Geometrically Nonlinear Stiffness
typeJournal Paper
journal volume136
journal issue6
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4028379
journal fristpage64501
journal lastpage64501
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2014:;volume( 136 ):;issue: 006
contenttypeFulltext


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