Two-dimensional inerter-enhanced nonlinear energy sink

Author:

Yang Tianzhi1,Dang Wenhu1,Chen Liqun2

Affiliation:

1. Northeastern University

2. Harbin Institute of Technology

Abstract

Abstract Multiple-direction vibration widely exists in the environment, which is harmful to instruments and people. Hence, the high demand for vibration isolators with exceptional efficiency is thus evident. Although the proposed nonlinear energy sink was proven to be highly utility, most of the developed such devices, even with some inerter enhanced NESs, are limited to one-dimensional vibration suppression. In this paper, we propose a two-dimensional inerter-enhanced NES (2D IE-NES) which is applicable for multiple-directional low-frequency vibration suppression. The Lagrangian method is employed to derive the dynamic equations of the 2D IE-NES. Then these differential equations are solved by means of the Runge-Kutta method. Numerical results show that the novel 2D IE-NES configuration can isolate vibration more efficiently than the traditional NES under both instantaneous shock and constant periodic excitation. The role of the inerter in the vibration decaying process is highlighted in energy flow. This paper provides a new platform for the low-frequency multiple-direction vibration isolator.

Publisher

Research Square Platform LLC

Reference48 articles.

1. Vibration isolation and suppression system for precision payloads in space;Cobb RG;Smart Mater. Struct.,1999

2. Sullivan, L.A., Fuentes, R.J., Babuska, V., Erwin, R.S., Anderson, E.H.: On-orbit active vibration isolation: the satellite ultraquiet isolation technologies experiment (SUITE), AIAA (2003)

3. Model building and verification for active control of microvibrations with probabilistic assessment of the effects of uncertainties;Aglietti GS;Proc. Inst. Mech. Eng. Part. C Mech. Eng. Sci.,2004

4. Seismic control of single-degree-of-freedom structure using tuned viscous mass damper;Ikago K;Earthq. Eng. Struct Dyn,2012

5. Tuned vibration absorbers with dry friction damping;Ricciardelli F;Earthq. Eng. Struct Dyn,1999

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