• DocumentCode
    2074217
  • Title

    Models research for fatigue loading in highway steel bridges

  • Author

    Li, Ying ; Qu, Jia ; Chen, Xiaomei

  • Author_Institution
    Key Lab. for Earthquake Protection & Disaster, Changchun Inst. of Technol., Changchun, China
  • fYear
    2011
  • fDate
    16-18 Dec. 2011
  • Firstpage
    1317
  • Lastpage
    1320
  • Abstract
    At present, no fatigue load spectrum or fatigue truck is defined in highway bridge specifications in China. For the sake of selecting proper fatigue truck in fatigue design or fatigue estimation for highway steel bridges, finite-element models of simple supported steel bridges and continuous steel bridges were made. The comparative researches were carried out on fatigue damages caused between fatigue truck models in American AASHTO specification and British BS5400 specification to the live vehicle loads used in strength design in China. According to the finite-element computation results, the fatigue damages caused by some strength trucks after weight revised were close to AASHTO fatigue truck and BS5400 fatigue truck in mid-span of simple supported bridges and support section of continuous bridges. The results showed some strength vehicle loads can be used in fatigue researches for highway steel bridges after weight revised with no change on the weight ratio of different axles.
  • Keywords
    bridges (structures); fatigue; finite element analysis; steel; American AASHTO specification; British BS5400 specification; China; fatigue load spectrum; fatigue loading; fatigue truck; finite element models; highway steel bridges; Bridges; Fatigue; Load modeling; Loading; Road transportation; Steel; Vehicles; fatigue truck; finite-element; highway bridge; steel bridge;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
  • Conference_Location
    Changchun
  • Print_ISBN
    978-1-4577-1700-0
  • Type

    conf

  • DOI
    10.1109/TMEE.2011.6199448
  • Filename
    6199448