• DocumentCode
    1608099
  • Title

    A Fundamental Research on Crack Detection of Base Piles of Bridge Piers Using an Acceleration Pickup

  • Author

    Okamoto, Masayuki ; Fujimoto, Hiroshi ; Tanaka, Shogo

  • Author_Institution
    Graduate Sch. of Sci. & Eng., Yamaguchi Univ., Ube
  • fYear
    2006
  • Firstpage
    5792
  • Lastpage
    5796
  • 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 pickup on the hexahedron observes the stationary waves generated inside the concrete pillar through the concrete hexahedron. The proposed method measures 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. Experiments will show that the length of the pillar is accurately measured for a pillar with no cracks. By combining the result with our previous reports, we can easily expect that the location of cracks will also be accurately measured if the pillar has cracks
  • Keywords
    bridges (structures); concrete; crack detection; foundations; maximum likelihood detection; acceleration pickup; base piles; bridge piers; concrete hexahedron; concrete pillar; crack depth; crack detection; crack location; linear dynamic system; maximum likelihood method; sensor output; stationary waves; Acceleration; Bridges; Concrete; Earthquakes; Educational institutions; Electronic mail; Frequency; Length measurement; Maximum likelihood detection; Surface waves; bridge pier; concrete hexahedron; concrete pillar; crack localization; linear dynamic system; maximum likelihood method; stationary wave;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    SICE-ICASE, 2006. International Joint Conference
  • Conference_Location
    Busan
  • Print_ISBN
    89-950038-4-7
  • Electronic_ISBN
    89-950038-5-5
  • Type

    conf

  • DOI
    10.1109/SICE.2006.314678
  • Filename
    4108613