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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2018  >  18(5): 25-34
ZHU Zhi-wen, HUANG Yan, LI Jian-peng, RUAN Shi-peng. Fatigue assessment of floorbeam cutout in orthotropic steel bridge deck based on hot-spot stress method[J]. Journal of Traffic and Transportation Engineering, 2018, 18(5): 25-34. doi: 10.19818/j.cnki.1671-1637.2018.05.003
Citation: ZHU Zhi-wen, HUANG Yan, LI Jian-peng, RUAN Shi-peng. Fatigue assessment of floorbeam cutout in orthotropic steel bridge deck based on hot-spot stress method[J]. Journal of Traffic and Transportation Engineering, 2018, 18(5): 25-34. doi: 10.19818/j.cnki.1671-1637.2018.05.003
shu

Fatigue assessment of floorbeam cutout in orthotropic steel bridge deck based on hot-spot stress method

doi: 10.19818/j.cnki.1671-1637.2018.05.003
  • 1.

    School of Engineering, Shantou University, Shantou 515063, Guangdong, China

  • 2.

    Engineering Management Center, Bureau of Public Works of Shenzhen Municipality, Shenzhen 518031, Guangdong, China

  • 3.

    School of Civil Engineering, Hunan University, Changsha 410082, Hunan, China

More Information
  • Author Bio:

    ZHU Zhi-wen(1968-), male, professor, PhD, Zhuzw@stu.edu.cn

  • Received Date: 2018-05-02
  • Publish Date: 2018-10-25
    Abstract
  • Based on finite element analysis and stress monitoring data at fatigue details under random traffic flows, stress time histories for an area close to a floorbeam cutout of orthotropic steel bridge deck were obtained to analyze the peak stress distribution.Fatigue assessment at a floorbeam cutout was carried out based on the hot-spot stress obtained through the extrapolation formulas specified by the International Institute of Welding and the Det Norske Veritas, respectively.Suitable extrapolation formulas for hot-spot stress at floorbeam cutout were also investigated.Research result shows that under the passage of vehicles on deck, stress responses at floorbeam cutout are compressive, and the peak stress is high. A significant stressconcentration occurs at the free edge of floorbeam cutout, and an obviously nonlinear stress distribution appears in a small range along the critical section of floorbeam cutout.When using the hot-spot extrapolation formulas provided by the International Institute of Welding and the Det Norske Veritas, the hot-spot stress is overestimated and the estimated fatigue life is conservative due to their stress extrapolation points falling into the nonlinear distribution zone.All the stress extrapolation points of the proposed two-point linear extrapolation formula and three-point quadratic extrapolation formula are located on the linear distribution zone of the construction details stress.The first extrapolation point is located on one thickness of floorbeam away from the free edge of the cutout.The fatigue life at floorbeam cutout evaluated by this method agrees well with the observed cracking life of floorbeam cutout on a real bridge.When the hot-spot stress is employed to evaluate the fatigue life of floorbeam cutout of orthotropic steel bridge deck, the fatigue category of FAT90 and the proposed three points quadratic extrapolation formula are suggested.

     

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    • References(36)
  • [1]
    FHWA (2012), manual for design, construction and maintenance of orthotropic steel deck bridges[S].
    [2]
    AYGUL M, AL-EMRANI M, URUSHADZE S. Modeling and fatigue life assessment of orthotropic bridge deck details using FEM[J]. International Journal of Fatigue, 2012, 40: 129-142. doi: 10.1016/j.ijfatigue.2011.12.015
    [3]
    XIAO Z G, YAMADA K, YA S, et al. Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks[J]. International Journal of Fatigue, 2008, 30 (8): 1387-1397. doi: 10.1016/j.ijfatigue.2007.10.008
    [4]
    鞠晓臣, 曾志斌, 方兴, 等. 正交异性钢桥面板U形肋与横隔板连接处弧形缺口几何参数优化研究[J]. 钢结构, 2016, 31 (11): 19-25. https://www.cnki.com.cn/Article/CJFDTOTAL-GJIG201611005.htm

    JU Xiao-chen, ZENG Zhi-bin, FANG Xing, et al. The geometric parameters optimization study of arc profile crossconnection between floor-beam web and U-shaped rib in orthotropic steel deck[J]. Steel Construction, 2016, 31 (11): 19-25. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GJIG201611005.htm
    [5]
    CONNOR R J, FISHER J W. Results of field measurements on the Williamsburg Bridge orthotropic deck—final report[R]. Bethlehem: Lehigh University, 2001.
    [6]
    CONNOR R J, FISHER J W. Results of field measurements made on the prototype orthotropic deck on the BronxWhitestone Bridge—final report[R]. Bethlehem: Lehigh University, 2004.
    [7]
    SIM H B, UANG C M. Stress analyses and parametric study on full-scale fatigue tests of rib-to-deck welded joints in steel orthotropic decks[J]. Journal of Bridge Engineering, 2012, 17 (5): 765-773. doi: 10.1061/(ASCE)BE.1943-5592.0000307
    [8]
    李传习, 陈卓异, 周爱国, 等. 钢箱梁横隔板疲劳裂纹特征与实桥试验的轮载应力[J]. 土木工程学报, 2017, 50 (8): 59-67. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201708007.htm

    LI Chuan-xi, CHEN Zhuo-yi, ZHOU Ai-guo, et al. The fatigue crack characteristics and wheel load stresses of steel box girder diaphragms in an existing bridge[J]. China Civil Engineering Journal, 2017, 50 (8): 59-67. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201708007.htm
    [9]
    李传习, 李游, 陈卓异, 等. 钢箱梁横隔板疲劳开裂原因及补强细节研究[J]. 中国公路学报, 2017, 30 (3): 121-131. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703013.htm

    LI Chuan-xi, LI You, CHEN Zhuo-yi, et al. Fatigue cracking reason and detail dimension of reinforcement about transverse diaphragm of steel box girder[J]. China Journal of Highway and Transport, 2017, 30 (3): 121-131. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703013.htm
    [10]
    周绪红, 朋茜, 秦凤江, 等. 钢桥面板顶板与纵肋连接焊根位置疲劳损伤特征[J]. 交通运输工程学报, 2018, 18 (1): 1-12. http://transport.chd.edu.cn/article/id/201801001

    ZHOU Xu-hong, PENG Xi, QIN Feng-jiang, et al. Fatigue damage characteristics of rib-to-deck weld root on orthotropic steel bridge deck[J]. Journal of Traffic and Transportation Engineering, 2018, 18 (1): 1-12. (in Chinese). http://transport.chd.edu.cn/article/id/201801001
    [11]
    SHAO Xu-dong, YI Du-tao, HUANG Zheng-yu, et al. Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer[J]. Journal of Bridge Engineering, 2013, 18 (5): 417-428. doi: 10.1061/(ASCE)BE.1943-5592.0000348
    [12]
    祝志文, 钱六五. 基于有效缺口应力法的正交异性钢桥面板疲劳评价[J]. 湖南大学学报: 自然科学版, 2015, 42 (9): 59-67. https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201509008.htm

    ZHU Zhi-wen, QIAN Liu-wu. Fatigue assessment of orthotropic steel bridge deck based on the effective notch stress approach[J]. Journal of Hunan University: Natural Science, 2015, 42 (9): 59-67. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201509008.htm
    [13]
    POUTIAINEN I, TANSKANEN P, MARQUIS G. Finite element approach for structural hot spot stress determination—a comparison of procedures[J]. International Journal of Fatigue, 2004, 26 (11): 1147-1157. doi: 10.1016/j.ijfatigue.2004.04.003
    [14]
    张清华, 卜一之, 李乔. 正交异性钢桥面板疲劳问题的研究进展[J]. 中国公路学报, 2017, 30 (3): 14-30, 39. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703002.htm

    ZHANG Qing-hua, BU Yi-zhi, LI Qiao. Review on fatigue problems of orthotropic steel bridge deck[J]. China Journal of Highway and Transport, 2017, 30 (3): 14-30, 39. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703002.htm
    [15]
    揭志羽, 李亚东, 卫星, 等. 复杂应力场下焊接接头疲劳寿命评估的热点应力法[J]. 中国公路学报, 2017, 30 (5): 97-103. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201705013.htm

    JIE Zhi-yu, LI Ya-dong, WEI Xing, et al. Hot spot stress method for fatigue life assessment of welded joints under complex stress fields[J]. China Journal of Highway and Transport, 2017, 30 (5): 97-103. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201705013.htm
    [16]
    TSAKOPOULOS P A, FISHER J W. Fatigue performance and design refinements of steel orthotropic deck panels based on full-scale laboratory tests[J]. Steel Structure, 2005, 5 (3): 211-223.
    [17]
    CONNOR R J. Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks[J]. Transportation Research Record, 2004 (1892): 78-87.
    [18]
    DE CORTE W. Parametric study of floorbeam cutouts for orthotropic bridge decks to determine shape factors[J]. Bridge Structures, 2009, 5 (2/3): 75-85.
    [19]
    CONNOR R J, FISHER J W. Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks[J]. Journal of Bridge Engineering, 2006, 11 (5): 517-525. doi: 10.1061/(ASCE)1084-0702(2006)11:5(517)
    [20]
    唐亮, 黄李骥, 刘高. 正交异性钢桥面板横梁弧形切口周边应力分析[J]. 公路交通科技, 2011, 28 (6): 83-90. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201106015.htm

    TANG Liang, HUANG Li-ji, LIU Gao. FEA of stress along cope hole edge of crossbeam in orthotropic steel deck[J]. Journal of Highway and Transportation Research and Development, 2011, 28 (6): 83-90. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201106015.htm
    [21]
    王春生, 付炳宁, 张芹, 等. 正交异性钢桥面板足尺疲劳试验[J]. 中国公路学报, 2013, 26 (2): 69-76. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201302011.htm

    WANG Chun-sheng, FU Bing-ning, ZHANG Qin, et al. Fatigue test on full-scale orthotropic steel bridge deck[J]. China Journal of Highway and Transport, 2013, 26 (2): 69-76. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201302011.htm
    [22]
    王春生, 付炳宁, 张芹, 等. 正交异性钢桥面板横隔板挖孔型式[J]. 长安大学学报: 自然科学版, 2012, 32 (2): 58-64. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201202013.htm

    WANG Chun-sheng, FU Bing-ning, ZHANG Qin, et al. Floorbeam web cutout shape analysis in orthotropic steel bridge deck[J]. Journal of Chang'an University: Natural Science Edition, 2012, 32 (2): 58-64. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201202013.htm
    [23]
    祝志文, 黄炎, 向泽, 等. 货运繁重公路正交异性板钢桥弧形切口的疲劳性能[J]. 中国公路学报, 2017, 30 (3): 104-112. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703011.htm

    ZHU Zhi-wen, HUANG Yan, XIANG Ze, et al. Fatigue performance of floorbeam cutout detail of orthotropic steel bridge on heavy freight transportation highway[J]. China Journal of Highway and Transport, 2017, 30 (3): 104-112. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703011.htm
    [24]
    张清华, 崔闯, 卜一之, 等. 正交异性钢桥面板足尺节段疲劳模型试验研究[J]. 土木工程学报, 2015, 48 (4): 73-83. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201504013.htm

    ZHANG Qing-hua, CUI Chuang, BU Yi-zhi, et al. Experimental study on fatigue features of orthotropic bridge deck through full-scale segment models[J]. China Civil Engineering Journal, 2015, 48 (4): 73-83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201504013.htm
    [25]
    叶华文, 徐勋, 强士中, 等. 开口肋正交异性钢桥面板双轴疲劳试验及开孔形式研究[J]. 中国公路学报, 2013, 26 (1): 87-92. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201301015.htm

    YE Hua-wen, XU Xun, QIANG Shi-zhong, et al. Fatigue test and cut-out shape analysis of orthotropic steel bridge decks with plate-shaped longitudinal ribs under biaxial stress state[J]. China Journal of Highway and Transport, 2013, 26 (1): 87-92. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201301015.htm
    [26]
    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, 48 (1): 74-81. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201501010.htm

    DING Nan, SHAO Xu-dong. Study on fatigue performance of light-weighted composite bridge deck[J]. China Civil Engineering Journal, 2015, 48 (1): 74-81. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201501010.htm
    [27]
    祝志文, 黄炎, 文鹏翔, 等. 随机车流下钢-UHPC组合正交异性桥面疲劳性能研究[J]. 中国公路学报, 2017, 30 (3): 200-209. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703022.htm

    ZHU Zhi-wen, HUANG Yan, WEN Peng-xiang, et al. Investigation on fatigue performance of orthotropic bridge deck with steel-UHPC composite system under random traffic flows[J]. China Journal of Highway and Transport, 2017, 30 (3): 200-209. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703022.htm
    [28]
    赵欣欣, 刘晓光, 潘永杰, 等. 正交异性钢桥面板纵肋腹板与面板连接构造的疲劳试验研究[J]. 中国铁道科学, 2013, 34 (2): 41-45. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201302008.htm

    ZHAO Xin-xin, LIU Xiao-guang, PAN Yong-jie, et al. Fatigue test study on the joint structure between the deck and longitudinal rib web of orthotropic steel bridge deck[J]. China Railway Science, 2013, 34 (2): 41-45. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201302008.htm
    [29]
    KONDA N, NISHIO M, LCHIMIYA M, et al. Development of fatigue test approach and improvement of fatigue life by new functional steel plates for welding of trough rib and deck plate of orthotropic decks[J]. International Journal of Steel Structures, 2013, 13 (1): 191-197. doi: 10.1007/s13296-013-1018-5
    [30]
    郭彤, 李爱群. 基于长期监测数据的桥面板焊接细节疲劳寿命评估[J]. 土木工程学报, 2009, 42 (6): 66-72. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200906014.htm

    GUO Tong, LI Ai-qun. Fatigue life assessment of welds in bridge decks using long term monitored data[J]. China Civil Engineering Journal, 2009, 42 (6): 66-72. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200906014.htm
    [31]
    ZHU Zhu-wen, YUAN Tao, XIANG Ze, et al. Behavior and fatigue performance of details in an orthotropic steel bridge with UHPC-deck plate composite system under in-service traffic flows[J]. Journal of Bridge Engineering, 2018, 23 (3): 04017142-1-21. doi: 10.1061/(ASCE)BE.1943-5592.0001167
    [32]
    祝志文, 黄炎, 向泽. 货运繁重公路的车辆荷载谱和疲劳车辆模型[J]. 交通运输工程学报, 2017, 17 (3): 13-24. http://transport.chd.edu.cn/article/id/201703002

    ZHU Zhi-wen, HUANG Yan, XIANG Ze. Vehicular loading spectrum and fatigue truck models of heavy cargo highway[J]. Journal of Traffic and Transportation Engineering, 2017, 17 (3): 13-24. (in Chinese). http://transport.chd.edu.cn/article/id/201703002
    [33]
    狄谨, 王杰, 朋茜, 等. 港口公路桥梁疲劳荷载谱研究与应用[J]. 长安大学学报: 自然科学版, 2018, 38 (4): 48-55. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201804007.htm

    DI Jin, WANG Jie, PENG Xi, et al. Research and application of fatigue load spectrum of port highway bridge[J]. Journal of Chang'an University: Natural Science Edition, 2018, 38 (4): 48-55. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201804007.htm
    [34]
    HOBBACHER A F. The new IIW recommendations for fatigue assessment of welded joints and components—a comprehensive code recently updated[J]. International Journal of Fatigue, 2009, 31 (1): 50-58. doi: 10.1016/j.ijfatigue.2008.04.002
    [35]
    祝志文, 向泽, 李健朋. 正交异性钢桥面板横隔板弧形切口疲劳性能[J]. 交通运输工程学报, 2018, 18 (2): 11-22. http://transport.chd.edu.cn/article/id/201802002

    ZHU Zhi-wen, XIANG Ze, LI Jian-peng. Fatigue performance of floorbeam cutout on orthotropic steel bridge decks[J]. Journal of Traffic and Transportation Engineering, 2018, 18 (2): 11-22. (in Chinese). http://transport.chd.edu.cn/article/id/201802002
    [36]
    王春生, 翟慕赛, 唐友明, 等. 钢桥面板疲劳裂纹耦合扩展机理的数值断裂力学模拟[J]. 中国公路学报, 2017, 30 (3): 82-95. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703009.htm

    WANG Chun-sheng, ZHAI Mu-sai, TANG You-ming, et al. Numerical fracture mechanical simulation of fatigue crack coupled propagation mechanism for steel bridge deck[J]. China Journal of Highway and Transport, 2017, 30 (3): 82-95. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703009.htm
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