• DocumentCode
    3261510
  • Title

    Research on high-speed railway PC continuous girder bridge creep and shrinkage

  • Author

    A-lan, Jiang ; Chang-jian, Yao

  • Author_Institution
    Sch. of Civil & Safety Eng., Dalian Jiaotong Univ., Dalian, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    6791
  • Lastpage
    6794
  • Abstract
    To ensure passenger comfort and safety of train operation, high-speed rail on track for Comfort demanding, and concrete shrinkage and creep is the impact on passenger line prestressed concrete continuous bridge of track an important factor, so construction control post creep of concrete proposals to decrease the method is very necessary. The article taking the high-speed railway for engineering background, the finite element model of the bridge, analysis and without considering the effects of shrinkage and creep deflection of the bridge.In the construction process and construction process and puts forward some solutions design aspects of creep deformation. For the future of the railway bridge creep deflection control provides some technical method.
  • Keywords
    beams (structures); bridges (structures); concrete; creep; finite element analysis; railways; shrinkage; structural engineering; concrete shrinkage; construction process; continuous girder bridges; creep deflection; creep deformation; finite element model; highspeed railway; passenger comfort; prestressed concrete; rail tracks; shrinkage; train operation safety; Bridges; Concrete; Creep; Process control; Rail transportation; Safety; Structural beams; continuous beam; creep and shrinkage; deflection; high-speed railway;
  • 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.2011.5776457
  • Filename
    5776457