• DocumentCode
    3157666
  • Title

    A fundamental research on crack detection of base piles of bridge piers using an acceleration pickup

  • Author

    Fujimoto, Hiroshi ; Okamoto, Masayuki ; Tanaka, Shogo

  • Author_Institution
    Dept. of Mech. & Electr. Eng., Tokuyama Coll. of Technol., Tokuyama
  • fYear
    2008
  • fDate
    20-22 Aug. 2008
  • Firstpage
    1957
  • Lastpage
    1960
  • Abstract
    This fundamental research is concerned with the crack detection of a concrete pillar combined with a concrete hexahedron, which is a model of the base pile of a bridge pier. Stationary waves are generated in the pillar by hitting the head of the concrete hexahedron with a hammer. An acceleration pick-up on the hexahedron observes the stationary waves generated inside the concrete pillar through the concrete hexahedron. The proposed method measures not only the length of the pillar but also the depth of the crack in the pillar by modeling the sensor output as an output of a linear dynamic system with unknown parameters and applying a maximum likelihood method.
  • Keywords
    bridges (structures); crack detection; foundations; maximum likelihood estimation; acceleration pickup; base piles; bridge piers; concrete pillar; crack detection; linear dynamic system; maximum likelihood method; stationary waves; Acceleration; Bismuth; Bridges; Concrete; Earthquakes; Educational institutions; Electronic mail; Frequency; Length measurement; Maximum likelihood detection; bridge pier; concrete hexahedron; concrete pillar; crack localization; linear dynamic system; maximum likelihood method; stationary wave;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    SICE Annual Conference, 2008
  • Conference_Location
    Tokyo
  • Print_ISBN
    978-4-907764-30-2
  • Electronic_ISBN
    978-4-907764-29-6
  • Type

    conf

  • DOI
    10.1109/SICE.2008.4654982
  • Filename
    4654982