DocumentCode
1670180
Title
Structural Damage Localization Using Limited Test Static Data
Author
Chen Xiao-zhen ; Zhang Xue-jun
Author_Institution
Dept. of Civil Eng., Nanyang Inst. of Sci. & Technol., Nanyang
fYear
2008
Firstpage
1963
Lastpage
1967
Abstract
A new structural damage localization indicator is proposed to localize the damage of the structure using limited test static displacement in this paper. The static displacement curvature assurance coefficient (SDCAC) is defined and used to locate damages of the structure when the measured data is sparse. A numerical example of a cantilever beam with single or multiple damages is used to examine the capability of the proposed parameter to localize damages. The factors of measurement noise and incomplete test data are also discussed. The numerical results show that the curvature assurance coefficient (SDCAC) is very sensitive to damage and can be used to locate the damage in the structure regardless of the number of measured displacement. This proposed method, which only requires limited static test data to reduce the damage area until the damage element is located, has wide applications in structural damage detection.
Keywords
beams (structures); cantilevers; displacement measurement; cantilever beam; measurement noise; static displacement curvature assurance coefficient; structural damage localization; Capacitive sensors; Civil engineering; Detection algorithms; Displacement measurement; Equations; Noise measurement; Roentgenium; Size measurement; Structural beams; Testing;
fLanguage
English
Publisher
ieee
Conference_Titel
Bioinformatics and Biomedical Engineering, 2008. ICBBE 2008. The 2nd International Conference on
Conference_Location
Shanghai
Print_ISBN
978-1-4244-1747-6
Electronic_ISBN
978-1-4244-1748-3
Type
conf
DOI
10.1109/ICBBE.2008.820
Filename
4535700
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