Journal of Jishou University(Natural Sciences Edition) ›› 2025, Vol. 46 ›› Issue (2): 51-57.DOI: 10.13438/j.cnki.jdzk.2025.02.007

• Transportation • Previous Articles     Next Articles

Fatigue Performance of Steel-Concrete Composite Beams Under Vehicle Loads

WANG Jiansheng,ZHANG Jianmeng,JIA Yumeng   

  1. (School of Civil Engineering,North Polytechnic University,Beijing 100144,China)
  • Online:2025-03-25 Published:2025-04-30
  • About author:WANG Jianxing (1964-),male,was born in Beijing City,professor of School of Civil Engineering,North China University of Technology;research areas are civil engineering,ancient building structure,road and bridge structure.

Abstract: In order to more accurately calculate the fatigue damage and fatigue life of steel-concrete composite beam under standard vehicle load,the steel beam components of a large-span steel-concrete composite beam suspension bridge were taken as the research object.Based on the S-N curve and linear fatigue damage theory,a standard segment model was established.Accordingly,the welding position of the secondary longitudinal beam was identified as the focus fatigue point,and the stress time course calculation was done for the point.The results showed that when the vehicle mass increases from 50 t to 100 t,the amount of fatigue damage will increase by more than 5 times in the same period of time,and the increase in the vehicle mass will reduce the fatigue life of the bridge structure.The fatigue damage of bridge structures increases with the increase of vehicle speed.The increase rate of fatigue damage is greater at low speeds,and the increase rate of fatigue damage slows down at high speeds.

Key words: steel-concrete composite beam, vehicle load, fatigue

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