Modal Analysis of a Flexible Beam Attaching Multiple Absorbers

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Abstract:

Structural wave propagation in beam structures can lead to unwanted noise transmission and radiation. Dissipation effects of the multiple absorbers have been proved. This paper presents a model of flexible beam with complex boundary conditions and this model with multiple attaching absorbers which are used to dissipate energy of main structure. The beam model are formulated by linear Lagrange equation and discretized by the Ritz method and the model with multiple absorbers is introduced by substructure method. Consequently, the mass matrix and stiffness matrix are obtained and numerical simulation is processed. Natural frequencies with corresponding modal mode of are obtained. Comparing the results between two models, the absorbers can enhance the natural frequencies effectively and the quantities of absorbers agree with the orders of frequencies and corresponding modes.

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154-157

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. Bachmann: Vibration Problems in Structures Practical Guidelines (SpringerVerlag, 1995).

Google Scholar

[2] K.F. Graff: Wave Motion in Elastic Solids (Dover Publications, New York 1991).

Google Scholar

[3] H.L. Sun, K. Zhang, P.Q. Zhang and H.B. Chen: Applied Acoustics, Vol. 71(2010), p.250.

Google Scholar

[4] D.F. Zhou, C.H. Hansen and J. Li: Journal of Sound and Vibration, Vol. 330(2011), p.883.

Google Scholar

[5] J.H. Ginsberg: Mechanical and Structural Vibrations—Theory and Applications (John Wiley & Sons Publications, 2001).

Google Scholar