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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 88
PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and M. Papadrakakis
Paper 84
Modelling Wave Propagation Problems in Acoustics and Vibrations Using the Boundary Element Method P. Santos
Construction Sciences Research Unit - CICC, Department of Civil Engineering, University of Coimbra, Portugal P. Santos, "Modelling Wave Propagation Problems in Acoustics and Vibrations Using the Boundary Element Method", in B.H.V. Topping, M. Papadrakakis, (Editors), "Proceedings of the Ninth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 84, 2008. doi:10.4203/ccp.88.84
Keywords: boundary element method, wave propagation, vibrations, acoustics, noise transmission.
Summary
Nowadays there are various numerical procedures available that are very suitable for
modelling wave propagation problems in acoustics and vibrations. Among them are
the boundary element method (BEM) [1,2,3], the finite element method (FEM) [4],
the finite difference method (FDM) and the statistical energy analyses (SEA) [5].
One of the most successful methods used to model acoustics and vibrations
problems, particularly in unbounded media, is the Boundary Element Method, given
the great suitability to model this kind of problems. Perhaps the biggest advantage of
this method is that only requires the discretization of the problem surfaces
(boundaries), which significantly reduces the number of elements needed, compared
with other methods (FEM or FDM). This is possible given the automatic satisfaction
of the far field conditions in the BEM formulation, rendering the discretization of
the entire domain unnecessary.
In this work the Boundary Element Method is used to model several wave propagation acoustics and vibration problems. Five BEM models are presented in order to study some relevant engineering problems, including direct noise transmission, flanking noise transmission and the noise radiated by a vibrating wall excited by an impact load. These models avoid having to limit the panel thickness (wall or slab), which is required with the Kirchhoff and Mindlin theories, and takes the coupling between the solid wall and the fluid (air) fully into account. Another particularity of these BEM models algorithms lies in the analytical evaluation of singular integrals for the loaded element. The BEM responses are obtained in the frequency domain, but some time-domain results are also presented. The BEM responses allow the assessment of the importance of both acoustic and structural eigenmodes in the noise transmission between dwellings. The BEM results were compared with other methods, e.g. the theoretical mass law, the analytical method [6] and the SEA [7]. These simplified methods were not able to predict fluctuations in the insulation conferred by a wall, generated by acoustic eigenmodes and by the bending modes of the wall (structural eigenmodes), which appear to fully define its acoustic behaviour. Therefore, simplified models should be used with caution in the low frequency range. References
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