Volume 22 Issue 5
Oct.  2022
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(5): 200-216
CHEN Kang-ming, HUANG Han-hui, WU Qing-xiong, CHEN Bao-chun. Fatigue performance of composite girder bridge with corrugated steel webs-concrete filled steel tubular truss chords[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 200-216. doi: 10.19818/j.cnki.1671-1637.2022.05.012
Citation: CHEN Kang-ming, HUANG Han-hui, WU Qing-xiong, CHEN Bao-chun. Fatigue performance of composite girder bridge with corrugated steel webs-concrete filled steel tubular truss chords[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 200-216. doi: 10.19818/j.cnki.1671-1637.2022.05.012
shu

Fatigue performance of composite girder bridge with corrugated steel webs-concrete filled steel tubular truss chords

doi: 10.19818/j.cnki.1671-1637.2022.05.012
  • 1.

    School of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China

  • 2.

    Fujian Provincial University Key Laboratory of Engineering Structures, Fuzhou 350116, Fujian, China

  • 3.

    Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China

Funds:

National Key Research and Development Program of China 2017YFE0130300

National Natural Science Foundation of China 52078137

Natural Science Foundation of Fujian Province 2019J06009

More Information
  • Author Bio:

    CHEN Kang-ming(1985-), male, associate professor, PhD, chen-kang-ming@163.com

    WU Qing-xiong(1973-), male, professor, PhD, wuqingx@fzu.edu.cn

  • Received Date: 2022-04-22
  • Publish Date: 2022-10-25
    Abstract
  • To study the distribution laws of hot-spot stress, fatigue performance evolution, and fatigue failure mode of the composite girder with corrugated steel webs-concrete filled steel tubular (CSW-CFST) truss chords, the fatigue performance test and finite element analysis on the composite girder with CSW-CFST truss chords and the composite girder with corrugated steel webs-steel tubular (CSW-ST) truss chords were carried out separately. The differences and similarites between the fatigue performance between composite girders with CSW-CFST truss chords and CSW-ST truss chords were explored. The essential reason for the improved fatigue performance of the composite girder with concrete-filled chords was analyzed, and the evaluation method for the fatigue life of the composite girder with CSW-CFST truss chords was discussed. Moreover, the test result was compared with the calculated fatigue life for the composite girder with CSW-CFST truss chords according to the design standards of the American Petroleum Institute (API), Comité International pour le Développement et l'Etude de la Construction Tubulaire (CIDECT), and Det Norske Veritas (DNV) separately. Research results show that the hot-spot stress of the composite girder with CSW-CFST truss chords acquired by the linear extrapolation is 1.036 times that acquired by the quadratic extrapolation. Therefore, For safety, the hot-spot stress of the composite girder with CSW-CFST truss chords shall be acquired by the linear extrapolation. The hot-spot stress is significantly larger in the inclined web segment than that in the straight web segment, and the maximum hot-spot stress is distributed near the intersection of the inclined web and the arc transition segment. Compared with the situation of the composite girder with CSW-ST truss chords, the hot-spot stress of the composite girder with CSW-CFST truss chords can be reduced by 26.8% by concrete-filled chords, but the distribution laws of hot-spot stress remain changed. It is recommended that the repeated loading times at the initial moment of the fatigue crack should be defined as the fatigue life of the composite girder with CSW-CFST truss chords. The concrete-filled chords can delay the fatigue crack propagation rate along the directions of the thickness and length of chords, and can improve the fatigue life of the composite girder with CSW-CFST truss chords by 61.5%, with the fatigue failure mode and fatigue crack type of the composite girder unchanged. The minimum difference between the test result and the calculated fatigue life of the composite girder with CSW-CFST truss chords by DNV is achieved, which is less than 26.4%. Thus, it is recommended that the fatigue design stress (S)-fatigue life (N) curve of steel tubular intersecting joints provided by DNV should be adopted to preliminarily calculate the fatigue life of the composite girder with CSW-CFST truss chords.

     

    • FullText(HTML)
  • loading
    • References(33)
  • [1]
    HUANG Wen-jin, FENU L, CHEN Bao-chun, et al. Experimental study on joint resistance and failure modes of concrete filled steel tubular (CFST) truss girders[J]. Journal of Constructional Steel Research, 2018, 141: 241-250. doi: 10.1016/j.jcsr.2017.10.020
    [2]
    CHEN Yi-yan, DONG Ju-can, XU Tian-hua. Composite box girder with corrugated steel webs and trusses—a new type of bridge structure[J]. Engineering Structures, 2018, 166: 354-362. doi: 10.1016/j.engstruct.2018.03.047
    [3]
    CHEN Juan, CHEN Ju, JIN Wei-liang. Experiment investigation of stress concentration factor of concrete-filled tubular T joints[J]. Journal of Constructional Steel Research, 2010, 66(12): 1510-1515. doi: 10.1016/j.jcsr.2010.06.004
    [4]
    TONG Le-wei, XU Guo-wen, ZHAO Xiao-ling, et al. Experimental and theoretical studies on reducing hot spot stress on CHS gap K-joints with CFRP strengthening[J]. Engineering Structures, 2019, 201: 109827. doi: 10.1016/j.engstruct.2019.109827
    [5]
    JIN Deng-yi-ding, HOU Chao, SHEN Lu-ming, et al. Numerical investigation of demountable CFST K-joints using blind bolts[J]. Journal of Constructional Steel Research, 2019, 160: 428-443. doi: 10.1016/j.jcsr.2019.05.046
    [6]
    MUSA I A, MASHIRI F R. Stress concentration factor in concrete-filled steel tubular K-joints under balanced axial load[J]. Thin-Walled Structures, 2019, 139: 186-195. doi: 10.1016/j.tws.2019.03.003
    [7]
    XU Fei, CHEN Ju, JIN Wei-liang. Experimental investigation of SCF distribution for thin-walled concrete-filled CHS joints under axial tension loading[J]. Thin-Walled Structures, 2015, 93: 149-157. doi: 10.1016/j.tws.2015.03.019
    [8]
    MUSA I A, MASHIRI F R, ZHU Xin-qun. Parametric study and equation of the maximum SCF for concrete filled steel tubular T-joints under axial tension[J]. Thin-Walled Structures, 2018, 129: 145-156. doi: 10.1016/j.tws.2018.04.001
    [9]
    王柯. 圆管-圆管混凝T型焊接节点热点应力和疲劳强度研究[D]. 上海: 同济大学, 2008.

    WANG Ke. Research on hot spot stress and fatigue strength of welded T-joints with a CHS brace and CFCHS chord[D]. Shanghai: Tongji University, 2008. (in Chinese)
    [10]
    WANG Ke, TONG Le-wei, ZHU Jun, et al. Fatigue behavior of welded T-joints with a CHS brace and CFCHS chord under axial loading in the brace[J]. Journal of Bridge Engineering, 2013, 18(2): 142-152. doi: 10.1061/(ASCE)BE.1943-5592.0000331
    [11]
    WEI Xing, WEN Zong-yi, XIAO Lin, et al. Review of fatigue assessment approaches for tubular joints in CFST trusses[J]. International Journal of Fatigue, 2018, 113: 43-53. doi: 10.1016/j.ijfatigue.2018.04.007
    [12]
    ZHENG Jian, NAKAMURA S, OKUMATSU T, et al. Formulation of stress concentration factors for concrete-filled steel tubular (CFST) K-joints under three loading conditions without shear forces[J]. Engineering Structures, 2019, 190: 90-100. doi: 10.1016/j.engstruct.2019.04.017
    [13]
    ZHENG Jian, NAKAMURA S, GE Ya-jing, et al. Extended formulation of stress concentration factors for CFST T-joints[J]. Journal of Bridge Engineering, 2020, 25(1): 06019006. doi: 10.1061/(ASCE)BE.1943-5592.0001502
    [14]
    吴庆雄, 黄汉辉, 陈康明, 等. 钢管混凝土K形节点足尺模型疲劳性能试验[J]. 建筑结构学报, 2020, 41(10): 102-111. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202010012.htm

    WU Qing-xiong, HUANG Han-hui, CHEN Kang-ming, et al. Fatigue performance experiment of full-scale model of concrete-filled steel tubular K-joint[J]. Journal of Building Structures, 2020, 41(10): 102-111. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202010012.htm
    [15]
    陈康明, 黄汉辉, 吴庆雄, 等. 基于钢管K型节点刚度的应力集中系数计算方法[J]. 建筑结构学报, 2020, 41(4): 42-50, 118. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202004005.htm

    CHEN Kang-ming, HUANG Han-hui, WU Qing-xiong, et al. Stress concentration factor calculating method based on circular hollow section K-joint stiffness[J]. Journal of Building Structures, 2020, 41(4): 42-50, 118. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202004005.htm
    [16]
    TONG Le-wei, CHEN Ke-ping, XU Guo-wen, et al. Formulae for hot-spot stress concentration factors of concrete-filled CHS T-joints based on experiments and FE analysis[J]. Thin-Walled Structures, 2019, 136: 113-128. doi: 10.1016/j.tws.2018.12.013
    [17]
    CHEN Yi-yan, DONG Ju-can, XU Tian-hua, et al. The shear- lag effect of composite box girder bridges with corrugated steel webs and trusses[J]. Engineering Structures, 2019, 181: 617-628. doi: 10.1016/j.engstruct.2018.12.048
    [18]
    王程伟. 波形钢腹板-钢管混凝土桁式弦杆连续梁抗弯性能研究[D]. 福州: 福州大学, 2017.

    WANG Cheng-wei. Research on the bending behavior of CSW-CFST truss-chord continuous girder[D]. Fuzhou: Fuzhou University, 2017. (in Chinese)
    [19]
    潘应志. 车辆荷载作用下波形钢腹板-钢管混凝土组合梁轻型桥受力性能研究[D]. 福州: 福州大学, 2020.

    PAN Ying-zhi. Study on mechanical behavior of composite beam bridge with corrugated steel webs and concrete filled steel tube under vehicle load[D]. Fuzhou: Fuzhou University, 2020. (in Chinese)
    [20]
    黄金燕. 波形钢腹板-钢管混凝土组合梁弯扭性能试验研究[D]. 福州: 福州大学, 2019.

    HUANG Jin-yan. Research on bending and torsion behavior of composite beams with corrugated steel web[D]. Fuzhou: Fuzhou University, 2019. (in Chinese)
    [21]
    HUANG Han-hui, CHEN Kang-ming, WU Qing-xiong, et al. Calculation method for the torsional bearing capacity of composite girders with CSW-CFST truss chords[J]. Engineering Structures, 2022, 269: 114830. doi: 10.1016/j.engstruct.2022.114830
    [22]
    彭鲲, 李立峰, 肖小艳, 等. 波形钢腹板组合箱梁疲劳性能试验与理论分析[J]. 中国公路学报, 2013, 26(4): 94-101. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201304012.htm

    PENG Kun, LI Li-feng, XIAO Xiao-yan, et al. Experimental and theoretical analysis on fatigue performance of composite box girder with corrugated steel webs[J]. China Journal of Highway and Transport, 2013, 26(4): 94-101. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201304012.htm
    [23]
    董桔灿. 波形钢腹板-桁式弦杆组合箱梁桥受力性能研究[D]. 福州: 福州大学, 2017.

    DONG Ju-can. Research on mechanical performance of composite box-girder bridges with corrugated steel web and truss chords[D]. Fuzhou: Fuzhou University, 2017. (in Chinese)
    [24]
    吴庆雄, 黄汉辉, 陈康明, 等. 钢管K形节点足尺模型疲劳性能试验研究[J]. 建筑结构学报, 2020, 41(5): 157-167. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202010012.htm

    WU Qing-xiong, HUANG Han-hui, CHEN Kang-ming, et al. Experimental study on fatigue performance of full-scale circular hollow section K-joint[J]. Journal of Building Structures, 2020, 41(5): 157-167. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202010012.htm
    [25]
    CHEN Kang-ming, HUANG Han-hui, WU Qing-xiong, et al. Experimental and finite element analysis research on the fatigue performance of CHS K-joints[J]. Engineering Structures, 2019, 197: 109365. doi: 10.1016/j.engstruct.2019.109365
    [26]
    PACKER J, WARDENIER J, ZHAO Xiao-ling, et al. Design guide for circular and rectangular hollow section joints under fatigue loading[R]. Berlin: Comité International pour le Développement et l'Etude de la Construction Tubulaire, 2009.
    [27]
    WANG Zhi-yu, WANG Qing-yuan. Fatigue assessment of welds joining corrugated steel webs to flange plates[J]. Engineering Structures, 2014, 73: 1-12. doi: 10.1016/j.engstruct.2014.04.041
    [28]
    朱俊. 圆钢管混凝土T型焊接节点疲劳性能研究[D]. 上海: 同济大学, 2007.

    ZHU Jun. Fatigue behaviour of welded T-joints of concrete filled circular hollow sections[D]. Shanghai: Tongji University, 2007. (in Chinese)
    [29]
    DONG Ju-can, CHEN Yi-yan, WU Qing-xiong, et al. Research on flexural behavior of composite box continuous girder with corrugated steel webs and trusses[J]. Advances in Structural Engineering, 2021, 24(15): 3580-3593. doi: 10.1177/13694332211033957
    [30]
    American Petroleum Institute. Recommended practice for planning, designing, and constructing fixed offshore platforms working stress design[R]. Washington DC: American Petroleum Institute, 2002.
    [31]
    董桔灿, 吴庆雄, 陈康明, 等. 波形钢腹板(钢腹杆)-混凝土组合箱抗扭承载力试验与计算[J]. 工程力学, 2016, 33(11): 220-230.

    DONG Ju-can, WU Qing-xiong, CHEN Kang-ming, et al. Experiment and calculation on torsion bearing capacity of concrete composite box section with corrugated steel webs and steel truss webs[J]. Engineering Mechanics, 2016, 33(11): 220-230. (in Chinese)
    [32]
    尧国皇. 钢管混凝土构件在复杂受力状态下的工作机理研究[D]. 福州: 福州大学, 2006.

    YAO Guo-huang. Research on behavior of concrete-filled steel tubes under complicated loading states[D]. Fuzhou: Fuzhou University, 2006. (in Chinese)
    [33]
    Det Norske Veritas. Recommended practice DNV-RP-C203: fatigue design of offshore steel structures[R]. Oslo: Det Norske Veritas, 2010.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (484) PDF downloads(52) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return