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