Dynamic coupling of multi-degrees of freedom constrained-layer vibration neutralizers: A new methodology

Author:

Kluthcovsky Samuel Cavalli1ORCID,Silva Francielly Elizabeth de Castro12ORCID,Pereira Jucelio Tomas1ORCID,Bavastri Carlos Alberto1ORCID

Affiliation:

1. Department of Mechanical Engineering, Federal University of Parana (UFPR), Curitiba, Brazil

2. Department of Engineering, International University Centre (Uninter), Curitiba, Brazil

Abstract

Dynamic neutralizers, also known as dynamic absorbers, are efficient means of mitigating vibrations in structures. They have been particularly effective in addressing broad-band passive vibration control in structures with high modal density through the use of multi-degrees of freedom (MDoF) and viscoelastic materials (VEMs). Therefore, sandwich-type or constrained-layer beams can offer great potential when used as MDoF control devices. However, there is limited literature exploring these structures as auxiliary systems, with coupling typically assumed to be single-point and limited to only translational degrees of freedom (DoFs). In this context, this article presents a methodology to determine the dynamic behavior of a compound system, coupling the displacement and rotation DoFs between a metal structure–referred to as the primary system–and a MDoF auxiliary system. The coupling is achieved by utilizing an equivalent dynamic stiffness obtained at the base of the auxiliary system through ANSYS finite-element software, providing a robust and comprehensive approach. A Matlab code transfers the auxiliary system's geometry and properties to ANSYS, where the dynamic stiffness at the base is determined and subsequently coupled to the primary system. A MDoF auxiliary system of the constrained-layer type with VEM was studied, and both single-point and distributed coupling were analyzed. The auxiliary system was attached to a cantilever metal beam for numerical and experimental validation. The proposed generalized equivalent dynamic stiffness model accurately estimates the response of the compound system, offering a 25% reduction in response computation time compared to the finite-element model of the complete compound system. This methodology enables the accurate representation of compound system dynamics while minimizing computational time, making it valuable for the optimal design of a set of MDoF viscoelastic dynamic neutralizers.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering,Automotive Engineering,General Materials Science

Reference22 articles.

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4. Espindola JJ, Bavastri CA (1997) Reduction of vibrations in complex structures with viscoelastic neutralizers: a generalized approach and a physical realization. In: ASME Design Engineering Technical Conference, Sacramento, USA: American Society of Mechanical Engineers. Paper DETC97/VIB-4187 in CD-ROM, 14–17 September 1997.

5. Modal reduction of vibrations by dynamic neutralizers;Espíndola JJ,1992

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