• DocumentCode
    3356734
  • Title

    Test of friction loss for curved prestressed tendons

  • Author

    Miao Peng ; Tian-qing Yu

  • Author_Institution
    Dept. of Archit. Eng., Xiamen Univ. of Technol., Xiamen, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    1490
  • Lastpage
    1492
  • Abstract
    Prestressing design is more and more widely used in bridge structures, in which one of the very important issues is how to determine the prestressing loss. In comparison with the straight prestressed tendons, the friction loss between curved tendons and ducts accounts for a large proportion of all losses. The friction loss of varied curved configurations is tested and studied in this paper. The principle and procedure is introduced and the experimental results are analyzed. The loss value of tendons under each load level is obtained. Based on least square principle, the curvature friction coefficient and wobble friction coefficient are worked out according to the test data. The measured results are compared with theoretical values recommended in some Chinese and foreign codes. The conclusions would serve as a reference for similar engineering structures.
  • Keywords
    bridges (structures); friction; structural engineering; bridge structures; curvature friction coefficient; curved prestressed tendon; engineering structures; foreign codes; friction loss; least square principle; prestressing design; wobble friction coefficient; Bridges; Cables; Concrete; Ducts; Friction; Least squares methods; Poles and towers; Road transportation; Tendons; Testing; Post-tensioning prestressed structure; curvature friction coefficient; curved prestressed reinforcement; prestressing loss; wobble friction coefficient;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536083
  • Filename
    5536083