• DocumentCode
    1670180
  • Title

    Structural Damage Localization Using Limited Test Static Data

  • Author

    Chen Xiao-zhen ; Zhang Xue-jun

  • Author_Institution
    Dept. of Civil Eng., Nanyang Inst. of Sci. & Technol., Nanyang
  • fYear
    2008
  • Firstpage
    1963
  • Lastpage
    1967
  • Abstract
    A new structural damage localization indicator is proposed to localize the damage of the structure using limited test static displacement in this paper. The static displacement curvature assurance coefficient (SDCAC) is defined and used to locate damages of the structure when the measured data is sparse. A numerical example of a cantilever beam with single or multiple damages is used to examine the capability of the proposed parameter to localize damages. The factors of measurement noise and incomplete test data are also discussed. The numerical results show that the curvature assurance coefficient (SDCAC) is very sensitive to damage and can be used to locate the damage in the structure regardless of the number of measured displacement. This proposed method, which only requires limited static test data to reduce the damage area until the damage element is located, has wide applications in structural damage detection.
  • Keywords
    beams (structures); cantilevers; displacement measurement; cantilever beam; measurement noise; static displacement curvature assurance coefficient; structural damage localization; Capacitive sensors; Civil engineering; Detection algorithms; Displacement measurement; Equations; Noise measurement; Roentgenium; Size measurement; Structural beams; Testing;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Bioinformatics and Biomedical Engineering, 2008. ICBBE 2008. The 2nd International Conference on
  • Conference_Location
    Shanghai
  • Print_ISBN
    978-1-4244-1747-6
  • Electronic_ISBN
    978-1-4244-1748-3
  • Type

    conf

  • DOI
    10.1109/ICBBE.2008.820
  • Filename
    4535700