Volume 8 Issue 4
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2008  >  8(4): 52-57
CHEN Tuan-jie, HUANG Wei, WANG Shuang-jie. Numerical analysis of fatigue crack propagation in asphalt pavement on steel deck[J]. Journal of Traffic and Transportation Engineering, 2008, 8(4): 52-57.
Citation: CHEN Tuan-jie, HUANG Wei, WANG Shuang-jie. Numerical analysis of fatigue crack propagation in asphalt pavement on steel deck[J]. Journal of Traffic and Transportation Engineering, 2008, 8(4): 52-57.
shu

Numerical analysis of fatigue crack propagation in asphalt pavement on steel deck

  • 1.

    The First Highway Survey and Design Institute of China, Xi'an 710075, Shaanxi, China

  • 2.

    ITS Research Center, Southeast University, Nanjing 210096, Jiangsu, China

  • 3.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    CHEN Tuan-jie(1975-), male, engineer, PhD, +86-29-88322888, demo555@126.com

  • Received Date: 2008-01-02
  • Publish Date: 2008-08-25
    Abstract
  • In order to discover the crack mechanism of asphalt pavement on steel deck, the resistance curve of fatigue crack propagation was simulated, the whole process of crack beginning, propagation and instability was analyzed based on 3D finite element method and experiment data.Analysis result shows that the form of resistance curve depends on the type of material and the composite beam of pavement and steel plate.When the natural crack length is 0, the propagation of fatigue crack has 3 phases such as initial propagation zone, stable propagation zone and unstable propagation zone, and the total fatigue life almost reaches 8 million times; when the natural crack length is 10 mm, the propagation of fatigue crack in asphalt pavement may start from unstable propagation zone, the total fatigue life may be 2 million times; there is a good nonlinear relationship between crack increment ratio and loading times.So for steel deck pavement, the materials with little porosity and good dense degree should be selected, and fatigue crack propagation phase can be judged by loading times.

     

    • FullText(HTML)
  • loading
    • References(14)
  • [1]
    MEDANI T O. Asphalt surfacing applied to orthotropic steel bridge decks[R]. Delf: Delf University of Technology, 2001.
    [2]
    MEDANI T O. Towards a newdesign philosophy for asphalt surfacing on orthotropic steel decks[R]. Delf: Delf University ofTechnology, 2001.
    [3]
    HIMENO K. Longitudinal surface cracking in asphalt pavements on steel bridge decks related to dissipated energy[C]//Chuo University. 2nd Workshop on Pavement Technologies. Tokyo: Chuo University, 2003: 178-184.
    [4]
    MONISMITHC L, Coetzee NF. Reflection cracking: laboratory studies and design considerations[C]//Association of Asphalt Paving Technologists. Proceedings of the Association of Asphalt Paving Technologists. Florida: Association of Asphalt Paving Technologists, 1980: 330-360.
    [5]
    MAJIDZADEH K, RAMSAMOOJ D V. Mechanistic approach to the solution of cracking in pavements[R]. Washington DC: Transportation Research Board, 1973.
    [6]
    MAJIDZADEH K, KAUFMANN E M. Application of frac-ture mechanics in the analysis of pavement fatigue[C]//Association of Asphalt Paving Technologists. Proceedings ofthe Association of Asphalt Paving Technologists. California: Association of Asphalt Paving Technologists, 1971: 310-336.
    [7]
    SALAM Y M, MONISMITH C L. Fracture characteristics of asphalt concrete[C]//Association of Asphalt Paving Technologists. Proceedings of the Association of Asphalt Paving Technologists. Colorado: Association of Asphalt Paving Technologists, 1972: 293-317.
    [8]
    RAMSAMOOJ D V, MAJIDZADEH K, KAUFMANN E M. The analysis and design of the flexibility of pavements[C]//University of Michigan. Proceedings of the 3rd International Conference on Structural Design of Asphalt Pavements. London: University of Michigan, 1972: 415-462.
    [9]
    赵志方, 徐世烺. 混凝土裂缝扩展阻力曲线[J]. 三峡大学学报: 自然科学版, 2002, 24(1): 19-25. https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200201004.htm

    ZHAO Zhi-fang, XU Shi-lang. Grack extension resistance curve of concrete[J]. Journal of China Three Gorges University: Natural Science, 2002, 24(1): 19-25. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200201004.htm
    [10]
    吴智敏, 赵国藩. 混凝土试件缝高比对裂缝扩展过程及断裂韧度的影响[J]. 应用基础与工程科学学报, 1995, 3(2): 126-130. https://www.cnki.com.cn/Article/CJFDTOTAL-YJGX199502002.htm

    WU Zhi-min, ZHAO Guo-fan. Influences of relative crack length a0/h of concrete specimens on crack propagation process and fracture toughness[J]. Journal of Basic Science and Engineering, 1995, 3(2): 126-130. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YJGX199502002.htm
    [11]
    SUMPTER J D G. An alternative view of Rcurve testing[J]. Engineering Fracture Mechanics, 1999, 64(2): 161-176.
    [12]
    东南大学, 南京长江第二大桥建设指挥部. 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, 南京长江第二大桥建设指挥部, 2000.
    [13]
    刘振清. 大跨径钢桥桥面铺装设计关键技术研究[D]. 南京: 东南大学, 2003.
    [14]
    黄仰贤. 路面分析与设计[M]. 余定选, 齐诚, 译. 北京: 人民交通出版社, 1998.
    • 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 (294) PDF downloads(594) 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