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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 144
Prediction of Low Frequency Sound Transmission by a Vibrating Single Structure P. Santos and D. Mateus
Construction Sciences Research Unit - CICC, Department of Civil Engineering, University of Coimbra, Portugal P. Santos, D. Mateus, "Prediction of Low Frequency Sound Transmission by a Vibrating Single Structure", in B.H.V. Topping, M. Papadrakakis, (Editors), "Proceedings of the Ninth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 144, 2008. doi:10.4203/ccp.88.144
Keywords: boundary element method, wave propagation, structural vibrations, sound radiation, acoustics.
Summary
The increasing number of polluting sound sources and the growing need to improve
people's standards of comfort have led to greater efforts being made to find noise
reducing solutions. The experimental testing of structures is highly time-consuming
and therefore several methods are used to predict the noise radiation from vibrating
structures to evaluate the acoustic performance of a particular design. Among them
are the finite element method (FEM) [1], the boundary element method (BEM) [2],
the statistical energy analyses (SEA) [3] and also some hybrid methods [4].
Almost all noise events are caused by, or at least conducted through, vibrating bodies. This kind of noise generation is very complex and influenced by many variables [5]. In this work the BEM is formulated in the frequency domain and implemented in order to compute the sound transmission by a vibrating single structure excited by a steady state harmonic line load pressure source. This BEM model fully accounts for the air-solid interaction and makes it possible to compute and correlate the structural displacements and the sound pressure level (SPL) obtained. The BEM algorithm was verified by comparing the results for simple circular cylindrical geometries for which the solution is known in closed form. The main aim is to study how certain parameters may change the low frequency sound transmission by a single vibrating structure. Two different BEM models were implemented. Using the first BEM model it was possible to identify only the panel's structural eigenmodes, and the second model revealed both the structural and the acoustic eigenmodes. These eigenmodes led to a significant increase in the panel's vibration level and the SPL radiated consequently increased. But it was possible to verify that not all acoustic eigenmodes cause an increment in the SPL radiated by the partition panel, given the proximity of some specific nodal lines to the panel. The correlation between the panel vibration velocity and the radiated SPL was confirmed, and a mathematical expression was used to predict the radiated SPL using the panel vibration velocity, with good results. A set of experimental in situ measurements was taken in order to compare the measured data with the computed BEM results. Two different elastic partitions were tested experimentally, these being a light partition (plasterboard panel) and a heavy partition (ceramic brick wall). The experimental results showed lower oscillations in the level of vibration along the panel or wall for both partitions, compared with the response predicted by the BEM model. References
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