DocumentCode
3224869
Title
Research in effective temperature difference of concrete box girder bridge
Author
Lei Xiao ; Jiang Hanwan ; Ji Bohai ; Cheng Shoushan
Author_Institution
Coll. of Civil & Transp. Eng., Hohai Univ., Nanjing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2494
Lastpage
2497
Abstract
The temperature data of a post-tensioned continuous concrete box-girder bridge have been monitored for five years. Based on the measured data, the temperature in the different positions of the concrete box girder was systemically analyzed to extract the effective temperature. A method for predicting the extremum value of the effective temperature of concrete box girder was proposed by use of the extrema analysis and curve fitting based on the temperature in the different positions of the concrete box girder. The coefficient of determination of the effective temperature curve is 0.9619. Then the effective temperatures of the box girder in different months were developed. The relationship is quite useful in estimating the effective temperature difference in concrete box-girder.
Keywords
bridges (structures); concrete; curve fitting; supports; concrete box girder bridge; curve fitting; post-tensioned continuous concrete box-girder bridge; Bridges; Concrete; Monitoring; Structural beams; Temperature distribution; Temperature measurement; Temperature sensors; bridge engineering; concrete continuous box girder; effective temperature; effective temperature difference; temperature flied;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774692
Filename
5774692
Link To Document