• 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