• DocumentCode
    2820133
  • Title

    A new measuring method of friction losses of prestressed tendon in post-tensioning

  • Author

    Ming-zhe, Ning ; De-jian, Li

  • Author_Institution
    Sch. of Civil Eng. & Archit., Central South Univ., Changsha, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    6300
  • Lastpage
    6303
  • Abstract
    This article is based on the basic principle of the calculation of friction losses of prestressed tendon in post-tensioning, and it also put forward a new method which can measure effectively coefficient of friction (μ), wobble factor (k) and the friction loss rate of anchorage zone. With the measured actual elongation of prestressed tendon and the known jacking force, the method can get the unknown parameters by solving nonlinear equations. This method does not need to use stress sensor, and the test can be done with the only need of common measuring tools and equipment, and the process is simple. It has important reference value to construction and detection of post-tensioning system.
  • Keywords
    elongation; friction; measurement; nonlinear equations; reinforced concrete; anchorage zone; elongation; friction coefficient; friction loss measuring method; jacking force; nonlinear equation; post-tensioning system; prestressed tendon; wobble factor; Bridges; Concrete; Friction; Loss measurement; Rail transportation; Road transportation; Tendons; coefficient of friction; friction loss rate of anchorage zone; friction losses of prestressed tendon; nonlinear equations; wobble factor;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5988480
  • Filename
    5988480