2021 Vol. 36, No. 10
Display Method:
2021, 36(10): 1-6.
doi: 10.13206/j.gjgs21062201
Abstract:
Orthotropic steel bridge deck is widely used in civil engineering because of its light weight, high ultimate bearing capacity and wide application range. But its fatigue problem is serious. Steel box girder of diaphragm plate arc incision anti-fatigu...
Orthotropic steel bridge deck is widely used in civil engineering because of its light weight, high ultimate bearing capacity and wide application range. But its fatigue problem is serious. Steel box girder of diaphragm plate arc incision anti-fatigu...
2021, 36(10): 7-15.
doi: 10.13206/j.gjgS21091001
Abstract:
For two type of distortion-induced fatigue details at web gaps(vertical stiffener web gap and horizontal gusset plate web gap) in the steel plate girder bridges, finite element models of the straight, skewed and curved three-span continuous steel pla...
For two type of distortion-induced fatigue details at web gaps(vertical stiffener web gap and horizontal gusset plate web gap) in the steel plate girder bridges, finite element models of the straight, skewed and curved three-span continuous steel pla...
2021, 36(10): 16-24.
doi: 10.13206/j.gjgs20061203
Abstract:
In order to investigate the Extremely Low-Cycle Fatigue(ELCF) crack initiation life and crack propagation process of thick-walled steel box-section bridge piers, a series of thick-walled steel box-section piers subjected to a constant vertical load a...
In order to investigate the Extremely Low-Cycle Fatigue(ELCF) crack initiation life and crack propagation process of thick-walled steel box-section bridge piers, a series of thick-walled steel box-section piers subjected to a constant vertical load a...
2021, 36(10): 25-33.
doi: 10.13206/j.gjgs20092301
Abstract:
Compared with traditional singly-welded rib-to-deck joint(SRJ), there exists a greater number of welds and more complicated welded residual stress(WRS) distribution in innovative doubly-welded rib-to-deck joint(DRJ), and it is of great significance i...
Compared with traditional singly-welded rib-to-deck joint(SRJ), there exists a greater number of welds and more complicated welded residual stress(WRS) distribution in innovative doubly-welded rib-to-deck joint(DRJ), and it is of great significance i...
2021, 36(10): 34-41.
doi: 10.13206/j.gjgs20092801
Abstract:
The fatigue cracks in the rib-to-deck welded joints are typical fatigue diseases in orthotropic steel deck. The fatigue crack penetrating through the deck will cause secondary diseases such as pavement damage, water seepage and corrosion, which will ...
The fatigue cracks in the rib-to-deck welded joints are typical fatigue diseases in orthotropic steel deck. The fatigue crack penetrating through the deck will cause secondary diseases such as pavement damage, water seepage and corrosion, which will ...
2021, 36(10): 42-49.
doi: 10.13206/j.gjgS21051301
Abstract:
The interaction effect between the deck system and the main truss of the steel truss bridge will significantly affect the internal force of the longitudinal and transverse beams and the stiffness of the main bridge, thus affecting the stress level of...
The interaction effect between the deck system and the main truss of the steel truss bridge will significantly affect the internal force of the longitudinal and transverse beams and the stiffness of the main bridge, thus affecting the stress level of...
2021, 36(10): 50-59.
doi: 10.13206/j.gjgs20112801
Abstract:
In order to study the fatigue performance and fatigue assessment method of the key fatigue categories of the gusset plate anchorage device of cable-stayed bridges, with the Wujiang Bridge as the engineering background, according the cable force ampli...
In order to study the fatigue performance and fatigue assessment method of the key fatigue categories of the gusset plate anchorage device of cable-stayed bridges, with the Wujiang Bridge as the engineering background, according the cable force ampli...