• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 27 Issue 4
Jul.  2014
Turn off MathJax
Article Contents
HUANG Bing, AI Changfa, YANG Enhui, CHENG Meng. Numerical Analysis of Dynamic Strain and Fatigue Characteristics of Asphalt Layer Considering Interlayer Condition[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 682-686. doi: 10.3969/j.issn.0258-2724.2014.04.019
Citation: HUANG Bing, AI Changfa, YANG Enhui, CHENG Meng. Numerical Analysis of Dynamic Strain and Fatigue Characteristics of Asphalt Layer Considering Interlayer Condition[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 682-686. doi: 10.3969/j.issn.0258-2724.2014.04.019

Numerical Analysis of Dynamic Strain and Fatigue Characteristics of Asphalt Layer Considering Interlayer Condition

doi: 10.3969/j.issn.0258-2724.2014.04.019
  • Received Date: 29 Mar 2013
  • Publish Date: 25 Aug 2014
  • In order to determine the relationship between the fatigue life of asphalt layer and its influencing factors such as interlayer contact state, temperature, and axle load, a numerical calculation model of asphalt pavement was built based on the interlayer conditions by using the ABAQUS software. Through this model, the influence of these factors on the dynamic strain of the asphalt layer was analyzed. Then, the conventional fatigue life model of asphalt pavement was introduced to construct general fatigue equations for the asphalt layer of semi-rigid asphalt pavement or ultra-thin pavement subjected to multiple factors, and the correlation of fatigue life with the influencing factors and the most unfavorable point were determined. The results show that the interlayer bonding coefficient, temperature, and axle load all have significant effect on the fatigue life of asphalt layer, but the effect differs at different calculation points. Strengthening the interlayer bonding condition can improve the fatigue life of the asphalt layer: at the most unfavorable point, when the interlayer bonding coefficient is improved from 0.5 to 0.7, the fatigue life is increased by 13.6 times.

     

  • loading
  • HASSAN Z, MOHAMMAD M K. Interface condition influence on prediction of flexible pavement life[J]. Journal of Civil Engineering and Management, 2007,13(1): 71-76.
    HU X, WALUBITA L F. Effects of layer interfacial bonding conditions on the mechanistic responses in asphalt pavements[J]. Journal of Transportation Engineering, 2011, 137(1): 28-36.
    HYUNWOOK K, MARTIN A, RAAB C, et al. Numerical and experimental analysis for the interlayer behavior of double-layered asphalt pavement specimens[J]. Journal of Materials in Civil Engineering, 2011, 23(1): 12-20.
    张艳红,王晓帆. 层间接触条件对沥青路面力学响应的影响[J]. 长安大学学报:自然科学版,2012, 32(5): 7-11,33. ZHANG Yanhong, WANG Xiaofan. Impact of interlayer condition on mechanical response of asphalt pavement[J]. Journal of Chang'an University: Natural Science Edition, 2012, 32(5): 7-11,33.
    刘涛,郝培文. 层间接触条件对柔性路面路用性能的影响[J]. 中外公路,2007,27(1): 60-64. LIU Tao, HAO Peiwen. Interlayer condition influence on flexible pavement performance[J]. Journal of China & Foreign Highway, 2007, 27(1): 60-64.
    艾长发,邱延峻,毛成,等. 考虑层间状态的沥青路面温度与荷载耦合行为分析[J]. 土木工程学报,2007,40(12): 99-104. AI Changfa, QIU yanjun, MAO Cheng, et al. Simulation of the temperature and load coupling effect on asphalt pavement considering inter-layer conditions[J]. China Civil Engineering Journal, 2007, 40(12): 99-104.
    刘丽,郝培文,徐金枝. 粘层状况对沥青路面层间剪切疲劳性能的影响[J]. 公路交通科技,2012,29(10): 11-15. LIU Li, HAO Peiwen, XU Jinzhi. Influence of tack coat condition on shear fatigue performance of asphalt pavement structure interfaces[J]. Journal of Highway and Transportation Research and Development, 2012, 29(10): 11-15.
    龚红仁,邹晓翎,朱洪洲,等. 层间状态对沥青路面疲劳开裂与位移的影响[J]. 武汉理工大学学报,2012,34(12): 66-70. GONG Hongren, ZHOU Xiaoling, ZHU Hongzhou, et al. Influence of interfacial bond on fatigue crack and displacement of asphalt pavement[J]. Journal of Wuhan University of Technology, 2012, 34(12): 66-70.
    孙志林,黄晓明. 考虑层间接触的沥青路面非线性疲劳损伤特性分析[J]. 中南大学学报:自然科学版,2012,43(6): 2385-2389. SUN Zhilin, HUANG Xiaoming. Nonlinear fatigue damage characteristics analysis of asphalt pavement considering interlayer contact[J]. Journal of Central South University: Science and Technology, 2012, 43(6): 2385-2389.
    孙立军. 沥青路面结构行为理论[M]. 北京:人民交通出版社,2005: 65-130.
    林小平,凌建明,周亮. 路基回弹模量对刚性路面疲劳寿命的影响分析[J]. 武汉理工大学学报:交通科学与工程版,2012,36(2): 262-265. LIN Xiaoping, LING Jianming, ZHOU Liang. Effect analysis of subgrade resilient modulus on pavement fatigue life for rigid pavement[J]. Journal of Wuhan University of Technology: Transportation Science & Engineering, 2012, 36(2): 262-265.
    中华人民共和国交通部. JTG D50—2006 公路沥青路面设计规范[S]. 北京:人民交通出版社,2006.
    封基良. 新疆油田公路层间滑移分析[D]. 西安:长安大学,2000.
    羊明. 沥青混合料动态模量研究[D]. 长沙:长沙理工大学,2007.
    刘红坡. 层间接触对半刚性沥青路面力学响应的影响[D]. 成都:西南交通大学,2006.
    PELL P S. Fatigue characteristics of bitumen and bituminous mixes[C]//International Conference on the Structural Design of Asphalt Pavements. Ann Arbor:, 1962: 43-58.
    李静. 沥青混合料路用性能预测模型的研究[D]. 西安:长安大学,2004.
  • 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
    Article views(825) PDF downloads(600) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return