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Article type: Research Article
Authors: Deckers, K. | Guillaume, P. | Vuye, C.; | Lefeber, D.
Affiliations: Acoustics and Vibration Research Group, Department of Mechanical Engineering, Vrije Universiteit Brussel, Pleinlaan 2, B-1050 Brussels, Belgium | Department of Applied Science and Technology, Artesis Hogeschool Antwerpen, Paardenmarkt 92, B-2000 Antwerp, Belgium
Note: [] Corresponding author. Tel.: +32 26292324; Fax: +32 26292865; E-mail: kristel.deckers@vub.ac.be
Abstract: The identification of the modal parameters of bridges and other large civil constructions has become an important research issue. Different approaches have been proposed depending on the excitation used: ambient excitations (due to wind, traffic, …) or artificial excitations (e.g. impact test with heavy drop weights). In practice it turns out that not all modes are well excited by the ambient forces. Hence the application of an artificial actuator is advisable. The problem is that larger constructions often require large and heavy excitation devices, which are hard to manipulate. Another difficulty encountered in performing a modal analysis on large civil constructions is the necessity for a large number of high sensitivity sensors. Consequently a large number of cables has to be installed resulting in a large setup time. This paper is a proof-of-concept which demonstrates the possibility of using lightweight Pneumatic Artificial Muscles combined with the scanning laser Doppler vibrometer to perform a modal analysis on a civil structure. This combination allows for an important reduction in setup time and allows for sine testing as well as the application of broadband signals such as periodic chirps, true noise or multisines.
Keywords: Modal analysis, scanning laser Doppler vibrometer, pneumatic artificial muscle
DOI: 10.3233/SAV-2011-0640
Journal: Shock and Vibration, vol. 19, no. 3, pp. 421-431, 2012
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