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HUANG Wei, LIU Zhen-qing, QIAN Zhen-dong, CHENG Gang. Conversion method of axle-load for steel bridge deck based on fatigue-equivalent[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 14-18.
Citation: HUANG Wei, LIU Zhen-qing, QIAN Zhen-dong, CHENG Gang. Conversion method of axle-load for steel bridge deck based on fatigue-equivalent[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 14-18.
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Conversion method of axle-load for steel bridge deck based on fatigue-equivalent

  • 1.

    ITS Research Center, Southeast University, Nanjing 210096, China

  • 2.

    Highway Research Institute of Ministry of Communications, Beijing 100088, China

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  • Author Bio:

    HUANG Wei(1961-), male, PhD, professor, 86-10-62079286-217, zqloyalty@sohu.com

  • Received Date: 2004-07-10
  • Publish Date: 2005-03-25
    Abstract
  • The index system of structure design was proposed according to the fatigue failure type and rutting failure type of steel bridge deck, and it was classified into two types, one is fatigue index, another is rutting index. The conversion method of axle-load was proposed based on its fatigue and rutting equivalent ruks. The conversion formulas of steel bridge deck were proposed based on fatigue equivalent ruks. The conversion exponents and coefficients of other axle-type and wheel-type of the formulas were computed according to fatigue tests and mechanical analysis. Computation results show that the conversion exponent is (4.35) for guss asphalt concrete pavement, the conversion exponent is 5.30 for modified asphalt SMA qavement, the conversion exponent is 6.25 for epoxy asphalt concrete pavement. The conversion formulas can be applied to design or check the computation of steel bridge deck pavement, and its conversion results are precise and feasible.

     

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    • References(10)
  • [1] 江苏省长江公路大桥建设指挥部, 东南大学. 江阴长江公路大桥钢桥面浇注式沥青混凝土铺装研究[R]. 南京: 东南大学, 2000.
    [2] 陈先华. 润扬大桥钢桥面铺装结构试验研究[D]. 南京: 东南大学, 2003.
    [3] 潘世建, 杨盛福. 厦门海沧大桥建设丛书[M]. 北京: 人民交通出版社, 2003.
    [4] 南京长江第二大桥建设指挥部, 东南大学. 南京长江第二大桥钢桥面环氧沥青混凝土铺装技术及应用[R]. 南京: 东南大学, 2000.
    [5]
    QIAN Zhen-dong, HUANG Wei, LUO Jun-wei, et al. Mechanical analysis of pavement of orthotropic steel deck[J]. Journal of Traffic and Transportation Engineering, 2002, 2 (3): 47-51. (in Chinese) http://transport.chd.edu.cn/article/id/200203010
    [6] 林绣贤. 柔性路面结构设计方法[M]. 北京: 人民交通出版社, 1988.
    [7]
    LIN Xiu-xian. Axle-exchanging formulations of advanced asphalt pavement design[J]. East China Highway, 1993, 16(5): 34-41. (in Chinese)
    [8]
    CHEN Zhong-da, ZHANG Xiao-rong, XUE Hang, et al. Study on the growth rate of equivalent axle load action time for pavement design[J]. Journal of Xi'an Highway University, 1998, 18(3): 1-4. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL803.000.htm
    [9]
    JIANG Ying-jun, DAI Jing-liang, CHEN Zhong-da. Fatigue equation and axle load conversion for cement-concrete pavement under heavy-load[J]. Journal of Chang'an University (Natural Science Edition), 2002, 22(3): 21-24. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200203005.htm
    [10]
    WANG Xuan-cang, WANG Xin-qi, LI Chun-ping, et al. Study of the concrete pavement of running heavy vehicle[J]. China Journal of Highway and Transportation, 1999, 12(1): 14-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201305005.htm
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