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ZHU Zhi-wen, HUANG Yan, XIANG Ze. Vehicle loading spectrum and fatigue truck models of heavy cargo highway[J]. Journal of Traffic and Transportation Engineering, 2017, 17(3): 13-24.
Citation: ZHU Zhi-wen, HUANG Yan, XIANG Ze. Vehicle loading spectrum and fatigue truck models of heavy cargo highway[J]. Journal of Traffic and Transportation Engineering, 2017, 17(3): 13-24.
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Vehicle loading spectrum and fatigue truck models of heavy cargo highway

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

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  • Author Bio:

    ZHU Zhiwen(1968-), male, professor, PhD, +86-731-88823649, zwzhu@hnu.edu.cn

  • Received Date: 2016-12-21
  • Publish Date: 2017-06-25
    Abstract
  • In order to research vehicle loading spectrum and fatigue truck models of heavy cargo highway, the multi-period traffic flow data based on a weight-in-motion system located on Pingsheng Bridge in Foshan were used to present 10 representative vehicle types. The wheelbases, masses, axle loads and overload data of representative vehicle types were analyzed, the distributions of vehicle types and axle loads on each lane were studied, and vehicle loading spectrum was proposed to evaluate the fatigue performance of steel bridge. The six-axle truck with the largest fatigue loading rate was taken as prototype, the fatigue truck model and simplified fatigue truck model of unidirectional heavy load lane of bridge were proposed based onthe equivalent rule of fatigue damage. Calculation result shows that Pingsheng Bridge presents the typical features of heavy cargo highway, the average daily traffic is 45 065 veh and 2.3 times as large as 20 000 veh in AASHTO LRFD. The proportion of fatigue vehicles is 51.6% in all traffic flow and 2.6 times as large as 20.0% in AASHTO LRFD. The proportion of trucks is 45.2% in all fatigue vehicles, they mainly distribute on heavy lanes, overload trucks accounts for 30%-70% of corresponding vehicle types, and the maximum mass of overload truck reaches 132.5 t. The overload rate of two-axle trucks is 29.0%, the equivalent mass is 17.5 t, and the equivalent mass of rear axle is 12.1 t, therefore, the fatigue loading effect of two-axle trucks should not be ignored. Compared with AASHTO LRFD's five-axle standard fatigue vehicle model (the front axle load is 2.6 t, and the single axle loads of mid and rear two-axle group are 5.4 t) and the simplified fatigue vehicle model (the front axle load is 2.6 t, and the mid axle load and rear axle load are 10.8 t), the total mass of six-axle unidirectional fatigue truck model proposed in this paper is 33.1 t, the front axle load is 3.6 t, and the single axle loads of mid two-axle group and rear three-axle group are 5.9 t. The front axle load of simplified one-direction fatigue truck model is 3.6 t, the mid axle load is 11.8 t, and the rear axle load is 17.7 t. The total mass of six-axle fatigue truck model proposed for the heavy lanes reaches 36.5 t, the front axle load is 4.0 t, and each axle load of conjoint-axle is 6.5 t. The front axle load of simplified fatigue vehicle model for the heavy lanes is 4.0 t, the mid load is 13.0 t, and the rear axle load is 19.5 t.

     

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    • References(25)
  • [1]
    FU Gong-kang, HAG-ELSAFI O. Vehicular overloads: load model, bridge safety and permit checking[J]. Journal of Bridge Engineering, 2000, 5 (1): 49-57. doi: 10.1061/(ASCE)1084-0702(2000)5:1(49)
    [2]
    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. doi: 10.3969/j.issn.1001-7372.2017.03.011

    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). doi: 10.3969/j.issn.1001-7372.2017.03.011
    [3]
    潘鹏, 李全旺, 周怡斌, 等. 某公路大桥车辆荷载调查与局部疲劳分析[J]. 土木工程学报, 2011, 44 (5): 94-100. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201105013.htm

    PAN Peng, LI Quan-wang, ZHOU Yi-bin, et al. Vehicle survey and local fatigue analysis of a highway bridge[J]. China Civil Engineering Journal, 2011, 44 (5): 94-100. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201105013.htm
    [4]
    CHOTICKAI P, BOWMAN M D. Truck models for improved fatigue life predictions of steel bridges[J]. Journal of Bridge Engineering, 2006, 11 (1): 71-80. doi: 10.1061/(ASCE)1084-0702(2006)11:1(71)
    [5]
    HAIDER S W, HARICHANDRAN R S. Relating axle load spectra to truck gross vehicle weights and volumes[J]. Journal of Transportation Engineering, 2007, 133 (12): 696-705. doi: 10.1061/(ASCE)0733-947X(2007)133:12(696)
    [6]
    LAMAN J A, NOWAK A S. Fatigue-load models for girder bridges[J]. Journal of Structural Engineering, 1996, 122 (7): 726-733. doi: 10.1061/(ASCE)0733-9445(1996)122:7(726)
    [7]
    COHEN H, FU Gong-kang, DEKELBAB W, et al. Predicting truck load spectra under weight limit changes and its application to steel bridge fatigue assessment[J]. Journal of Bridge Engineering, 2003, 8 (5): 312-322. doi: 10.1061/(ASCE)1084-0702(2003)8:5(312)
    [8]
    OBRIEN E J, ENRIGHT B, GETACHEW A. Importance of the tail in truck weight modeling for bridge assessment[J]. Journal of Bridge Engineering, 2010, 15 (2): 210-213. doi: 10.1061/(ASCE)BE.1943-5592.0000043
    [9]
    ZHAO Jian, TABATABAI H. Evaluation of a permit vehicle model using weigh-in-motion truck records[J]. Journal of Bridge Engineering, 2012, 17 (2): 389-392. doi: 10.1061/(ASCE)BE.1943-5592.0000250
    [10]
    FIORILLO G, GHOSN M. Procedure for statistical categorization of overweight vehicles in a WIM database[J]. Journal of Transportation Engineering, 2014, 140 (5): 1-11.
    [11]
    LEAHY C, OBRIEN E J, ENRIGHT B, et al. Review of HL-93bridge traffic load model using an extensive WIM database[J]. Journal of Bridge Engineering, 2015, 20 (10): 1-8.
    [12]
    HAN W S, WU J, CAI C S, et al. Characteristics and dynamic impact of overloaded extra heavy trucks on typical highway bridges[J]. Journal of Bridge Engineering, 2014, 20 (2): 1-11.
    [13]
    周泳涛, 鲍卫刚, 翟辉, 等. 公路钢桥疲劳设计荷载标准研究[J]. 土木工程学报, 2010, 43 (11): 79-85. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201011014.htm

    ZHOU Yong-tao, BAO Wei-gang, ZHAI Hui, et al. Study of standard fatigue design load for steel highway bridges[J]. China Civil Engineering Journal, 2010, 43 (11): 79-85. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201011014.htm
    [14]
    尹兴. 工业化中后期地区超重车辆现状评估预测及标准疲劳车研究[D]. 广州: 广州大学, 2016.

    YIN Xing. Prediction ofoverweight vehicles and research on standard fatigue vehicle load in middle and late industrialized regions[D]. Guangzhou: Guangzhou University, 2016. (in Chinese).
    [15]
    CHEN B, ZHONG Z, XIE X. Site-specific fatigue load spectrum for urban bridges[C]∥TRB. 14th COTA International Conference of Transportation Professionals. Washington: TRB, 2014: 1501-1060.
    [16]
    李星新, 任伟新, 钟继卫. 西南山区高速公路桥梁标准疲劳车辆荷载研究[J]. 振动与冲击, 2012 (15): 96-100. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201215021.htm

    LI Xing-xin, REN Wei-xin, ZHONG Ji-wei. Standard fatigue truck on montane speedway bridge[J]. Journal of Vibration and Shock, 2012, 31 (15): 96-100. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201215021.htm
    [17]
    夏叶飞, 李峰峰, 顾煜, 等. 基于WIM的高速公路桥梁车辆疲劳荷载谱研究[J]. 公路交通科技, 2014, 31 (3): 56-64. doi: 10.3969/j.issn.1002-0268.2014.03.010

    XIA Ye-fei, LI Feng-feng, GU Yu, et al. Study on vehicular fatigue load spectrum expressway bridge based on WIM system[J]. Journal of Highway and Transportation Research and Development, 2014, 31 (3): 56-64. (in Chinese). doi: 10.3969/j.issn.1002-0268.2014.03.010
    [18]
    李松辉, 徐忠燕, 蒋含莞. 超重车辆对公路桥梁安全性的影响[J]. 公路交通科技, 2015, 32 (9): 74-79. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201509012.htm

    LI Song-hui, XU Zhong-yan, JIANG Han-wan. Influence of overweight vehicles on bridge safety[J]. Journal of Highway and Transportation Research and Development, 2015, 32 (9): 74-79. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201509012.htm
    [19]
    孟书涛. 超载与我国现有公路工程技术水平的不适应性分析[J]. 公路交通科技, 2004, 21 (3): 137-140. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200403036.htm

    MENG Shu-tao. Theinadaptability analysis of overloading traffic with the level of highway engineering technology[J]. Journal of Highway and Transportation Research and Development, 2004, 21 (3): 137-140. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200403036.htm
    [20]
    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. doi: 10.3969/j.issn.1001-7372.2017.03.022

    ZHU Zhi-wen, HUANG Yan, WEN Peng-xiang, et al. Investigation onfatigue 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). doi: 10.3969/j.issn.1001-7372.2017.03.022
    [21]
    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
    [22]
    ZHU Zhi-wen, HUANG Yan, CHEN Wei, et al. Investigation on base metal cracking on diaphragm cutout at self-anchored suspension bridges[C]∥TRB. The 4th Orthotropic Bridge Conference. Washington DC: TRB, 2015: 125-136.
    [23]
    XIANG Ze, ZHU Zhi-wen, HUANG Yan, et al. FEM analysis on fatigue cracking mechanism of diaphragm cutout in orthotropic steel decks[C]∥TRB. The 4th Orthotropic Bridge Conference. Washington DC: TRB, 2015: 291-302.
    [24]
    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.
    [25]
    王春生, 王雨竹, 崔冰, 等. 应力比对钢桥腹板间隙面外变形疲劳性能的影响试验[J]. 中国公路学报, 2017, 30 (3): 72-81. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703008.htm

    WANG Chun-sheng, WANG Yu-zhu, CUI Bing, et al. Experiment on effect of stress ratio on out-of-plane distortioninduced fatigue performance of web gaps in steel bridges[J]. China Journal of Highway and Transport, 2017, 30 (3): 72-81. (in Chinese. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703008.htm
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