• DocumentCode
    2990996
  • Title

    Limit State Method Based Finite Element Analysis on the Long-Span Bridge Structure

  • Author

    Guoqian, Wei ; Gang, Rao ; Haitao, Dong

  • Author_Institution
    Coll. of Machinery & Autom, Wuhan Univ. of Sci. & Technol., Wuhan, China
  • fYear
    2010
  • fDate
    25-27 June 2010
  • Firstpage
    2828
  • Lastpage
    2831
  • Abstract
    This paper analyzed the application characters of limit state method on the strength design. In terms of specific operating conditions of a long-span overhead crane and "Crane design specifications (2008 )", rational load coefficients are selected. Finite element model with the main girder, end beam and a variety of supporting stiffeners was established for the overall bridge structure. The above operating conditions and load coefficients were used to calculate the static stiffness, static strength and modes of the bridge structure, and the design of the bridge structure was analyzed and evaluated. In addition, some key problems of limit state method based finite element method were discussed.
  • Keywords
    beams (structures); bridges (structures); design engineering; finite element analysis; mechanical strength; structural engineering; beams; crane design specifications; finite element method; girder; limit state method; long-span bridge structure; long-span overhead crane; strength design; Bridges; Cranes; Educational institutions; Finite element methods; Gallium nitride; Machinery; Structural beams; CAE; limit state method; long-span; overall bridge structure; overhead crane;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electrical and Control Engineering (ICECE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-6880-5
  • Type

    conf

  • DOI
    10.1109/iCECE.2010.691
  • Filename
    5630425