Volume 30 Issue 5
Turn off MathJax
Article Contents
Abstract
References
XIAO Lin, LI Xiao-zhen, WEI Xing, SU Xiao-bo. RESEARCH AND MODEL TEST ON FATIGUE PERFORMANCE OF STEEL-CONCRETE COMPOSITE JOINT IN SPACE RIGID FRAME[J]. Engineering Mechanics, 2013, 30(5): 83-89. DOI: 10.6052/j.issn.1000-4750.2011.11.0764
Citation: XIAO Lin, LI Xiao-zhen, WEI Xing, SU Xiao-bo. RESEARCH AND MODEL TEST ON FATIGUE PERFORMANCE OF STEEL-CONCRETE COMPOSITE JOINT IN SPACE RIGID FRAME[J]. Engineering Mechanics, 2013, 30(5): 83-89. DOI: 10.6052/j.issn.1000-4750.2011.11.0764
shu

RESEARCH AND MODEL TEST ON FATIGUE PERFORMANCE OF STEEL-CONCRETE COMPOSITE JOINT IN SPACE RIGID FRAME

  • School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China

More Information
  • Received Date: May 23, 2013
  • Revised Date: May 23, 2013
    Graphical Abstract
    • Abstract
  • Based on the similarity principle of geometry, physics and boundary conditions, a 1∶2 scale test model is designed to investigate the fatigue performance of steel-concrete joint section of the space rigid frame. Fatigue load is applied to the test model according to the design serviceability life, and the variations of stress and deformation of main members, weld and shear connectors with loading history are obtained. The results show that the stress of steel-concrete joint is low and the stress distribution has no remarkable variation during fatigue cyclic loading. The relative slippage between steel box and concrete is small. Moreover, there’s no visible crack on the steel and concrete structure after fatigue test, and the results of ultrasonic inspection show that there’s no defect found at the weld exceeding code specifications. The interfacial bond between steel and concrete on the top of composite joint is destroyed, but the maximum relative slippage is only 0.036mm due to the effect of shear connectors. The steel-concrete composite joint of the space rigid frame has good fatigue performance. In the end, the reasonable design of steel-concrete composite joint is discussed in the view of fatigue property.
    • FullText(HTML)
    • References (14)
  • [1]
    (聂建国),(余志武). 钢-混凝土组合梁在我国的研究及应用[J]. (土木工程学报), 1999,32(2):3―8. Nie Jianguo, Yu Zhiwu. Research and practice of composite steel-concrete beam in China [J]. China Civil Engineering Journal,1999,32(2): 3―8. (in Chinese)
    [2]
    (樊健生),(聂建国). 钢-混凝土组合桥梁研究及应用新进展[J]. (建筑钢结构进展), 2006,8(5):35―39. Fan Jiansheng, Nie Jianguo. Progress in research and application of composite steel-concrete bridges [J]. Progress in Steel Building Structure,2006,8(5): 35―39. (in Chinese)
    [3]
    (钟善桐). 钢-混凝土组合结构在我国的研究与应用[J]. (钢结构), 2000,15(4):41―46. Zhong Shantong. Research and practice of steel-concrete structures in our country [J]. Steel Construction,2000,15(4): 41―46. (in Chinese)
    [4]
    (宗周红),(车惠民). 预应力钢-混凝土组合梁的疲劳性能[J]. 铁道学报, 2000, 22(3): 92―95. Zong Zhouhong, Che Huimin. Fatigue behavior of prestressed composite steel-, concrete beams [J]. Journal of the China Railway Society, 2000, 22(3):92―95. (in Chinese)
    [5]
    (樊健生),(聂建国),(吕坚锋),等. 斜拉桥钢箱梁-混凝土索塔结合段的试验研究[J]. (土木工程学报), 2008,41(7):61―66. Fan Jiansheng, Nie Jianguo, Lü Jianfeng, et al. Test on the composite joint section between steel box girder and concrete tower of a cable-stayed bridge [J]. China Civil Engineering Journal,2008,41(7): 61―66. (in Chinese)
    [6]
    (陈开利),(王戒躁),(安群慧). 舟山桃夭门大桥钢与混凝土结合段模型试验研究[J]. (土木工程学报), 2006,39(3):86―90. Chen Kaili, Wang Jiezao, An Qunhui. Model tests on steel-concrete joining section of main girder of a cable-stayed bridge [J]. China Civil Engineering Journal,2006,39(3): 86―90. (in Chinese)
    [7]
    (崔玉萍). 钢-混凝土组合梁疲劳问题概述[J]. (市政技术), 2004,22(1):6―13. Cui Yuping. Summary of fatigue problems of steel concrete girder [J]. Municipal Engineering Technology,2004,22(1): 6―13. (in Chinese)
    [8]
    (陆军),(黄侨),(荣学亮). 既有钢-混组合梁桥常见病害分析及其加固策略[C]. 全国既有桥梁加固、改造与评价学术会议论文集. 中国, 南京:东南大学, 2007.
    Lu Jun, Huang Qiao, Rong Xueliang. Analysis of common diseases and the reinforcement strategy of existing steel-concrete composite bridge [C]. The Conference of Reinforcement, Reform and Evaluation of Existing Bridges. Nanjing, China:SoutheastUniversity, 2007. (in Chinese)
    [9]
    Leonhardt E F, Andrae W, Andrae H P, Harre W. Neues, vorteilhaftes verbundmittel fur stahlverbund- tragwerke mit hoher Dauerfestigkeit [J]. Beton-und Stahlbetonbau, 1987,12:325―331.
    [10]
    (钱冬生). 谈谈钢桥的疲劳和断裂[J]. (桥梁建设), 2009,39(3):12―21. Qian Dongsheng. Talk about the fatigue and fracture of steel bridge [J]. Construction of Bridge,2009,39(3): 12―21. (in Chinese)
    [11]
    BS5400, Steel,concrete & composite bridges [S]. London, BSI, 1982.
    [12]
    Gattesco N, G E G A. Low circle fatigue test on stud shear connectors [J]. The Journal of Structural Engineering, 1997(2):145―150.
    [13]
    (卫星),(李小珍),(李俊),(强士中). 钢-混凝土混合结构在大跨度连续刚构桥中的应用[J]. (中国铁道科学), 2007,28(5):43―46. Wei Xing, Li Xiaozhen, Li Jun, Qiang Shizhong. Using steel-concrete hybrid structure in long-span continuous rigid frame bridge [J]. China Railway Science,2007,28(5): 43―46. (in Chinese)
    [14]
    Andra H P. Economical shear connectors with high fatigue strength [C]. Brussels: IABSE Symposium, 1990:167―172.
    • Related Articles

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (902) PDF downloads (151) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return