• DocumentCode
    1791212
  • Title

    Analysis on Fatigue Load Effects of Bridge Cables Based on Traffic Load Simulation

  • Author

    Xu Jun ; Yang Qingmei ; Gu Rui

  • Author_Institution
    Tongji Univ., Shanghai, China
  • fYear
    2014
  • fDate
    25-26 Oct. 2014
  • Firstpage
    905
  • Lastpage
    907
  • Abstract
    Cold drawn high-strength wire (first in use the last century) is an important kind of high-strength building steel. The wire, 3~5 times stronger than the widely used low alloy structural steel, is used in China as a major element in bridge cables and prestressed structures. However, the wires are subject to fracture. As the fracture may cause serious consequences, it is necessary to have in-depth study of the cause of wire fracture. This paper tries to study the wire fracture from the perspective of fatigue load. First, data of various types of cable bridge are collected for the construction of a finite element model of typical cable bridge in order to calculate the influence line of cable element. Real traffic load is then investigated to obtain stress history and fatigue stress spectrum for the cable wire. Finally, impact of fatigue load is determined.
  • Keywords
    bridges (structures); cables (mechanical); fatigue; finite element analysis; fracture; road traffic; stress analysis; structural engineering; wires; China; bridge cables; cable element line calculation; cold high-strength wire; fatigue load effect analysis; fatigue stress spectrum; finite element model; high-strength building steel; prestressed structures; stress history; traffic load simulation; wire fracture; Bridges; Fatigue; Steel; Stress; Structural panels; Telecommunication traffic; Wires; Bridge; Cable; Fatigue; Stress Specturm;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computation Technology and Automation (ICICTA), 2014 7th International Conference on
  • Conference_Location
    Changsha
  • Print_ISBN
    978-1-4799-6635-6
  • Type

    conf

  • DOI
    10.1109/ICICTA.2014.217
  • Filename
    7003680