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An experimental study of the effects of resilient bars on plate vibration

Su, Shenzhi; Smith, Sean; Fairfield, Charles

Authors

Shenzhi Su

Sean Smith

Charles Fairfield



Abstract

Resilient bars can provide a low-cost, effective improvement to sound insulation performance. They are commonly used in timber-framed floor/ceiling assemblies in North America and Europe. Resilient bars are often modelled as springs isolating the two connected plates thereby forming a mass-spring-mass system. However, as a furring system of plates, resilient bars may modify the vibration energy distribution across a connected plate by acting as stiffeners. The authors investigate this issue by measuring acceleration levels at different locations relative to the fixing positions and thereby derive vibration waveforms for the connected plate in a small-scale structural simulation of a floor-ceiling system. The results were compared with timber-joist-ribbed, and timber-brander-ribbed, structures. The vibration modes of a suspended plate were also measured for comparative purposes. The results indicated that resilient bars did not perform as stiffeners whereas joists and timber branders did effectively stiffen their connected plates. Resilient bars neither forced orthotropic plate behaviour at low frequencies, nor separated the plate into sub-plates at higher frequencies. Resilient-bar-ribbed plates may also differ from independent plates. The modal behaviour of resilient-bar-ribbed plates is more complex and their effect on modal density and radiation efficiency are worthy of further research.

Citation

Su, S., Smith, S., & Fairfield, C. (2011). An experimental study of the effects of resilient bars on plate vibration. Applied Acoustics, 72(4), 241-247. https://doi.org/10.1016/j.apacoust.2010.11.009

Journal Article Type Article
Acceptance Date Nov 21, 2010
Online Publication Date Dec 22, 2010
Publication Date 2011-03
Deposit Date Apr 17, 2014
Journal Applied Acoustics
Print ISSN 0003-682X
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 72
Issue 4
Pages 241-247
DOI https://doi.org/10.1016/j.apacoust.2010.11.009
Keywords Vibration; Experimental; Timber-framed housing; Resilient bar; Modal analysis
Public URL http://researchrepository.napier.ac.uk/id/eprint/6812



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