• DocumentCode
    1661301
  • Title

    Visualization Research of Damage Detection in Rail

  • Author

    Liangyan, Cheng ; Guilin, Li ; Zhenhua, Nie ; Hongwei, Ma

  • Author_Institution
    Sch. of Civil Eng., Henan Polytech. Univ., Jiaozuo, China
  • fYear
    2010
  • Firstpage
    502
  • Lastpage
    505
  • Abstract
    The more application of visualization techniques in medicine, geology and other fields is employed, but less use in structural damage detection area. This paper presents visualization of damaged rail, in which the damage has been identified via wavelet transform. First, a simulation of intact and single damages rail was carried out. Then, the displacement modes of intact and damaged rail are extracted and the displacement mode changes are obtained. Next, the wavelet transformation is applied to the displacement mode changes in rail and the abrupt changes of wavelet coefficients indicate damage. Finally, the damage detection results are visualized via volume visualization techniques. The results show that the low-order vibration modes of rail occur mainly in the lateral, the wavelet coefficient module maximums of mode changes indicate the damage placement, and the visualized damage detection results not only adequately show the original structure contour, but also enable the modality of damage index enough vivid to be accepted easily.
  • Keywords
    data visualisation; railways; wavelet transforms; displacement modes; rail damage detection; structural damage detection area; visualization research; volume visualization techniques; wavelet coefficients; wavelet transform; Data visualization; Rails; Rendering (computer graphics); Surface waves; Vibrations; Wavelet coefficients; damage detection; damaged rail; visualization; wavelet analysis;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Processing (ISIP), 2010 Third International Symposium on
  • Conference_Location
    Qingdao
  • Print_ISBN
    978-1-4244-8627-4
  • Type

    conf

  • DOI
    10.1109/ISIP.2010.145
  • Filename
    5669099