Welding Residual Stress Elimination Technique in the Top Chord of Main Truss of Steel Truss Bridge

被引:1
|
作者
Piao, Long [1 ,2 ]
Yuan, Jianfeng [3 ]
Ma, Niujing [1 ]
Yue, Changqi [1 ]
Wang, Ronghui [1 ]
Zheng, Gangbing [4 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Peoples R China
[2] Guangdong East Guangdong Interc Railway Co Ltd, Guangzhou 510640, Peoples R China
[3] Hangzhou Olymp Sports Expo Ctr Xiaoshan Construct, Hangzhou 311215, Peoples R China
[4] Hangzhou Huaxin Testing Technol Co Ltd, Hangzhou 311215, Peoples R China
关键词
steel truss bridge; welding residual stress; axial force testing; ultrasonic measurement; high-strength bolts; CONSTITUTIVE MODEL; DEFORMATION; STRENGTH;
D O I
10.3390/buildings13051267
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The large-amplitude fluctuations of ultrasound in high-energy ultrasonic stress relieving cause the crystal grains or lattices in the high residual stress zone to vibrate or creep alternately. This triggers secondary effects such as ultrasonic softening and dislocation movement. The sound field also produces periodic shock waves or intermittent shock waves, which form local pressure gradients at the wave front. These pressure gradients cause local heating of the grain boundary, accelerating material softening and promoting slip between grains, ultimately resulting in residual stress elimination. This technique was applied to detect the welding residual stress of the upper chord of the main truss of Sanguantang Bridge by using an ultrasonic stress meter. After the measurement, it was found that the welding residual stress in some areas was too large, and the welding residual stress needed to be eliminated. The welding seam was re-inspected after the residual stress relief operation was completed. The test results showed a maximum reduction rate of 63.91% and an average overall reduction rate ranging from 24.52% to 37.23%. The reduction effect is more significant in areas with higher welding residual stress.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Technique to Mitigate Deck-Main Truss Interaction of Steel Truss Girder by Preloading Main Truss for Pingtan Straits Rail-cum-Road Bridge
    平潭海峡公铁大桥钢桁梁预压主桁减小桥面系与主桁共同作用技术
    [J]. 1600, Wuhan Bridge Research Institute (50): : 107 - 112
  • [2] Design of Steel Truss Girder of Main Bridge of Niutianyang Bridge
    Liu Q.
    Yang Z.
    Wang L.
    [J]. Bridge Construction, 2023, 53 (02) : 98 - 104
  • [3] Fatigue Damage Analysis of Monolithic Joint of Steel Truss Bridge Considering Welding Residual Stresses
    Wang, Wenli
    He, Jie
    Zhang, Mangmang
    [J]. FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 3123 - +
  • [4] Assessment on impact response analysis by chord member fracture of steel truss bridge
    Nagatani, H.
    Yoshimoto, D.
    Hashimoto, K.
    Kitane, Y.
    Sugiura, K.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 189 - 190
  • [5] Assessment on impact response analysis by chord member fracture of steel truss bridge
    Nagatani, H.
    Yoshimoto, D.
    Hashimoto, K.
    Kitane, Y.
    Sugiura, K.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 539 - 543
  • [6] Intelligent generation method for innovative structures of the main truss in a steel bridge
    Du, Wen-Feng
    Wang, Ying-Qi
    Wang, Hui
    Zhao, Yan-Nan
    [J]. SOFT COMPUTING, 2023, 27 (09) : 5587 - 5601
  • [7] Intelligent generation method for innovative structures of the main truss in a steel bridge
    Wen-Feng Du
    Ying-Qi Wang
    Hui Wang
    Yan-Nan Zhao
    [J]. Soft Computing, 2023, 27 : 5587 - 5601
  • [8] Mingzhuwan Bridge: The Largest Span Three-Main-Truss Steel Arch Bridge
    Shangguan, Bing
    Hu, Huiyong
    Ning, Pinghua
    Su, Qingtian
    [J]. STRUCTURAL ENGINEERING INTERNATIONAL, 2023, 33 (01) : 89 - 95
  • [9] Deconstruction Monitoring of a Steel Truss Bridge
    Yarnold, Matthew
    Salaman, Stephen
    James, Eric
    [J]. TRANSPORTATION RESEARCH RECORD, 2017, (2642) : 139 - 146
  • [10] Innovative Floor Truss Top Chord for Achieving Long Spans
    Perera, S. V. T. J.
    [J]. ENGINEER-JOURNAL OF THE INSTITUTION OF ENGINEERS SRI LANKA, 2007, 40 (04): : 52 - 60