Cheng, X., Fisher, J.W., Prask, H.J., Gnäupel-Herold, T., Yen, B.T. and Roy, S. (2003) Residual Stress Modification by Post-Weld Treatment and Its Beneficial Effect on Fatigue Strength of Welded Structures. International Journal of Fatigue, 25, 1259-1269.
https://doi.org/10.1016/j.ijfatigue.2003.08.020

has been cited by the following article:

• TITLE: Mechanic Analysis of the Key Node in Steel Truss Bridge

  AUTHORS: Simo Fankam Gyldas Dimick

  KEYWORDS: Welded Joint, Fatigue Resistance, Finite Element Method, Crack, Stress Intensity Factor, Steel Truss

  JOURNAL NAME: World Journal of Mechanics, Vol.13 No.3, March 31, 2023

  ABSTRACT: Steel truss bridges are frequently used in bridge engineering because of their good ability of spanning capacity, construction and light self-weight. Main trusses are the critical component of steel truss bridge and the main truss are made of truss members linked by integral joints. This paper presents the mechanic performance of key joints, and the codified design of joints in steel truss girders according to the latest European norms. The results showed that the fatigue resistance of welded joints evaluation is necessary to predict, detect, and repair the crack in time for the safety service life of the bridge. The stresses of integral joint are greater than that of truss members; the stresses in the center area of the integral joint are greater than the stress at the edge.