• DocumentCode
    3293002
  • Title

    Composite Solid Plane to Simulate the Frequency Response of Pavement

  • Author

    Jianbo, Li ; Peng, Cao ; Chao, Zhang

  • Author_Institution
    China Road & Bridge Corp., Beijing, China
  • fYear
    2012
  • fDate
    July 31 2012-Aug. 2 2012
  • Firstpage
    285
  • Lastpage
    288
  • Abstract
    The pavement will afford the dynamic vehicle loading during using period, so it is necessary to analyze the dynamic response of pavement in order to predict pavement durable function. the most important part of pavement dynamic analysis is frequency and spectrum calculation, which is also the first part of pavement dynamic simulation. Based on composite plane theory, the pavement structure widely used in China has been proposed as a composite plane with 6 layers, and been performed through linear perturbation and frequency analysis using three-dimension Finite element method. As to get the more accurate pavement dynamic results, the initial vehicle loading with magnitude 0.7Mpa has been implemented on the wheel trace, which can make the successive frequency analysis more reasonable. the method presented in this paper has supported a feasible standard for solving this kinds of problem.
  • Keywords
    finite element analysis; perturbation techniques; roads; vehicle dynamics; wheels; China; composite solid plane; dynamic vehicle loading; frequency analysis; initial vehicle loading; linear perturbation; pavement durable function prediction; pavement dynamic analysis; pavement dynamic response; pavement frequency response; spectrum; three-dimension finite element method; wheel trace; Finite element methods; Load modeling; Loading; Mathematical model; Shape; Vehicle dynamics; Vehicles; dynamic response; finite element method; frequency; pavement;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Digital Manufacturing and Automation (ICDMA), 2012 Third International Conference on
  • Conference_Location
    GuiLin
  • Print_ISBN
    978-1-4673-2217-1
  • Type

    conf

  • DOI
    10.1109/ICDMA.2012.69
  • Filename
    6298309