• DocumentCode
    3197869
  • Title

    Analysis of Dynamic Performance of Cable-Stayed Bridges with CFRP Cables

  • Author

    Zang, Hua ; Tu, Yong-ming ; Cao, Yun

  • Author_Institution
    Nanjing Inst. of Technol., Nanjing, China
  • Volume
    1
  • fYear
    2010
  • fDate
    11-12 May 2010
  • Firstpage
    651
  • Lastpage
    654
  • Abstract
    The advantages of carbon fiber-reinforced polymer (CFRP) include high specific strength-to-weight and stiffness-to-weight ratios, excellent corrosion resistance, as well as outstanding fatigue behavior, which make the material applicable for stay cables. CFRP is one of the methods to solve the problems of corrosion. The density of CFRP is only 20% of that of steel, therefore the dynamic performance of cable-stayed bridges with steel cables and CFRP cables will be different especially for long-span bridges. As a case study, three-dimensional FEM analyses using the ANSYS program were carried out for the two types of cables based on the longest cable-stayed bridge, which is the super-long Sutong Yangtze River bridge in China. Some useful conclusions are drawn to provide basis for applying CFRP cables.
  • Keywords
    bridges (structures); cables (mechanical); carbon fibre reinforced plastics; corrosion resistance; elastic constants; fatigue; finite element analysis; structural engineering; ANSYS program; CFRP cables; China; cable-stayed bridges; carbon fiber reinforced polymer; corrosion resistance; fatigue behavior; long-span bridges; stiffness-to-weight ratio; strength-to-weight ratio; three-dimensional FEM analysis; Bridges; Cables; Corrosion; Fatigue; Performance analysis; Poles and towers; Rivers; Steel; Structural beams; Vehicle dynamics; CFRP cables; cable-stayed bridges; dynamic performance; finite element analysis;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computation Technology and Automation (ICICTA), 2010 International Conference on
  • Conference_Location
    Changsha
  • Print_ISBN
    978-1-4244-7279-6
  • Electronic_ISBN
    978-1-4244-7280-2
  • Type

    conf

  • DOI
    10.1109/ICICTA.2010.189
  • Filename
    5522997