DocumentCode :
1578547
Title :
Application for Bridge Strengthening Monitoring Based on FBG
Author :
Chen Biao ; Li Sheng
Author_Institution :
Key Lab. of Fiber Opt. Sensing Technol. & Inf. Process., Wuhan Univ. of Technol., Wuhan, China
fYear :
2010
Firstpage :
1
Lastpage :
3
Abstract :
The deflection reasons for long-span prestressed concrete box-girder (LPCB) bridge are still ambiguous. This paper pointed out some outstanding advantages of using fiber optical sensing (FOS) technology in old LPCB Bridge strengthening monitoring. According to certain existing old LPCB Bridge strengthening monitoring example,it presented some direct and indirect monitoring indexes that should be contained in the old strengthening monitoring. The necessity of designing some monitoring subsystem enclosing the mentioned indicators based on optical fiber sensing technology was also presented. The main analysis results about partial external cables,cracks on girders and prestressing loss show that the method based upon FOS technology is superior to the traditional means.
Keywords :
beams (structures); bridges (structures); condition monitoring; fibre optic sensors; reinforced concrete; structural engineering; FBG; FOS technology; LPCB bridge; bridge strengthening monitoring; fiber optical sensing technology; longspan prestressed concrete box girder bridge; Bridges; Concrete; Mechanical cables; Monitoring; Steel; Strain; Temperature sensors;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Logistics Engineering and Intelligent Transportation Systems (LEITS), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-8776-9
Electronic_ISBN :
978-1-4244-8778-3
Type :
conf
DOI :
10.1109/LEITS.2010.5664992
Filename :
5664992
Link To Document :
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