Experiment Research on Fatigue Failure and Repair Method of Butt Weld in UShaped Rib of Composite Bridge Deck
CSTR:
Author:
Clc Number:

TU398

  • Article
  • | |
  • Metrics
  • |
  • Reference [10]
  • |
  • Related [20]
  • | | |
  • Comments
    Abstract:

    In order to study the fatigue property and the repair method of butt welds in folded Ushaped steel rib of composite bridge deck, a composite deck specimen has been tested twice, an original state and a repaired state, for fatigue character research in this paper. In first test, the specimen used butt welds without backing plate on the connection of the Ushaped ribs was loaded repetitively until a crack appeared. Then the butt welds with backing plate were applied to repair the fatigue crack. And after that, the second fatigue test was carried until the new weld crack appearing. The fatigue failure mode of composite bridge deck, fatigue strength of butt weld for folded Ushaped ribs, repair method of fatigue crack and the fatigue property after reinforcement were tested carefully. The results show that butt welds without backing plate are the vulnerable position of the composite bridge deck under cyclic loading, and fatigue crack appeared in this position first. Adopting butt welds with backing plate to repair the cracked welds is an effective reinforcement method.

    Reference
    [1] 邵旭东, 曹君辉, 易笃韬, 等. 正交异性钢板-薄层 RPC 组合桥面基本性能研究[J]. 中国公路学报, 2012, 25(2): 40-45.Shao Xudong , Cao Junhui ,Yi Dutao ,etc. Research on Basic Performance of Composite Bridge Deck System with Orthotropic Steel Deck and Thin RPC Layer[J]. China Journal of Highway and Transport , 2012, 25(2): 40-45.
    [2] De Jong F B P. Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands[C]//2004 Orthotropic bridge conference, Sacramento. 2004.
    [3] Kolstein M H. Fatigue classification of welded joints in orthotropic steel bridge decks[M]. TU Delft, Delft University of Technology, 2007.
    [4] 杨勇, 周丕健, 聂建国, 谢标云. 钢板-混凝土组合桥面板静力与疲劳性能试验[J]. 中国公路学报, 2009,22(4): 78―83.Yang Yong ,Zhou Pijian , Nie Jianguo, Xie Biaoyun. Experiment on Static and Fatigue Behavior of Steel Plate-concrete Composite Bridge Decks[J]. China Journal of Highway and Transport , 2009,22(4): 78―83.
    [5] 刘玉擎. 组合结构桥梁[M]. 北京: 人民交通出版社,2005.Liu Yuqing . Composite bridge[M]. Beijing: China Communication Press ,2006.
    [6] 丁楠, 邵旭东. 轻型组合桥面板的疲劳性能研究[J]. 土木工程学报, 2015 (1): 74-81.Ding Nan , Shao Xudong. Study on fatigue performance of light-weighted composite bridge deck[J]. China Civil Engineering Journal , 2015 (1): 74-81.
    [7] Xu Han , Qingtian Su , Xu Jiang. A new type of orthotropic composite bridge deck . [A] ,In: Conference proceedings of The Fourth Orthotropic Bridge Conference [C] .Bejing,Chnia:Bridge Magazine , Sacramento,USA: ASCE,Sacramento Section, Capital ,2015:161-170.
    [8] 中华人民共和国交通运输部. JTG D64-2015公路钢结构桥梁设计规范[S].北京:人民交通出版社股份有限公司,2015.Ministry of Transport of the People’s Republic of China. JTG D64-2015 Specifications for Design of Highway Steel Bridge[S]. Beijing: China Communications Press Co.,LTD.
    [9] 王元清, 祝瑞祥, 戴国欣, 等. 工字形截面受弯钢梁负载下焊接加固试验研究[J]. 土木工程学报, 2015 (1): 1-10.Wang Yuanqing, Zhu Ruixiang, Dai Guoxin, etc. Experimental study on bending steel beams with I section strengthened bywelding under initial load[J]. China Civil Engineering Journal , 2015 (1): 1-10.
    [10] 董亮, 童乐为, 彭洋. 带衬垫的铸钢-轧钢对焊接头疲劳性能试验研究[J]. 结构工程师, 2011, 27(3): 80-85.Dong Liang, Tong Lewei, Peng Yang. Experimental Investigation of Fatigue Behavior of Butt-Welded Joints between Cast Steel and Rolled Steel Plates with Backing Strip[J]. Structural Engineers,2011, 27(3): 80-85.
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation

SU Qingtian, HE Xinyi, ZENG Minggen. Experiment Research on Fatigue Failure and Repair Method of Butt Weld in UShaped Rib of Composite Bridge Deck[J].同济大学学报(自然科学版),2017,45(02):0167~0172

Copy
Share
Article Metrics
  • Abstract:1801
  • PDF: 861
  • HTML: 34
  • Cited by: 0
History
  • Received:June 24,2016
  • Revised:November 19,2016
  • Adopted:September 26,2016
  • Online: March 07,2017
Article QR Code