Luo Hui, Zhu Hong-ping, Hao Xing-zhou. Numerical analysis of dynamic response on asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(4): 44-47.
Citation: Luo Hui, Zhu Hong-ping, Hao Xing-zhou. Numerical analysis of dynamic response on asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(4): 44-47.

Numerical analysis of dynamic response on asphalt pavement

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  • Author Bio:

    Luo Hui (1979-), male, EngD, +86-27-87556774, luohui@smail.hust.edu.cn

  • Received Date: 2007-02-12
  • Publish Date: 2007-08-25
  • In order to optimize the structural design of asphalt pavement, non-reflective boundary was introduced, structural dynamics theory was adopted, its dynamic responses under moving loads were analyzed by using finite element method. It is pointed that tensile stress and surface deflection decrease with the increases of base course modulus, friction coefficient, vehicle velocity and surface course damping, but the shear stress ascends with the raises of tire pressure and base course modulus. Analysis result shows that it is not appropriate to simply increase base course modulus and thickness, the base design should be optimized synthetically; good contacting condition and great damping material lead to fine pavement performance; the velocity increase of vehicle can extend pavement service life.

     

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  • [1]
    Gillespie T D, Karamihas S M, Sayers M W, et al. Effect of heavy-vehicle characteristics on pavement response and performance[R]. Washington DC: Transportation Research Board, 1993.
    [2]
    Zaman M, Taheri M R, Alvappillai A. Dynamic response of a thick plate on viscoelastic foundation to moving loads[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1991, 15(9): 627-647. doi: 10.1002/nag.1610150903
    [3]
    Jiang Jian-qun, Zhou Hua-fei, Zhang Tu-qiao. Steady state response of infinite plate on visco-elastic foundation subjected to movingload[J]. China Journal of Highway and Transport, 2006, 19(1): 6-11. (in Chinese) doi: 10.3321/j.issn:1001-7372.2006.01.002
    [4]
    Wang Lin-yu, Xie Yong-li, Zhu Xiang-rong, et al. Study on model experiment of pavement under cyclic loads[J]. Journal of Xi'an Highway University, 1999, 19(4): 11-14. (in Chinese). doi: 10.3321/j.issn:1671-8879.1999.04.003
    [5]
    Deng Wei-dong, Zhang Xing-qiang, Chen Bo, et al. Nonlinear FEM analysis of influence of asphalt pavement under nonhomogenous settlement of roadbed[J]. China Journal of Highway and Transport, 2004, 17(1): 12-15. (in Chinese) doi: 10.3321/j.issn:1001-7372.2004.01.003
    [6]
    Hao Da-li, Wang Bing-gang. Dynamic response of pavement structure[J]. Journal of Chang'an University: Natural Science Edition, 2002, 22(3): 9-12. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200203002.htm
    [7]
    Hao Da-li, Wang Bing-gang. Simulation and parametric analysis on dynamic response of pavement structures[J]. China Journal of Highway and Transport, 2001, 14(4): 1-4. (in Chinese) doi: 10.3321/j.issn:1001-7372.2001.04.001
    [8]
    Zhang Hong-liang, Hu Chang-shun, Xu Wei-qing. Dynamic response of flexible pavement under movingload[J]. Journal of Chang an University: Natural Science Edition, 2005, 25(5): 6-10. (in Chinese) doi: 10.3321/j.issn:1671-8879.2005.05.002
    [9]
    Wang Jin-chang, Zhu Xiang-rong. Dynamic analysis of asphalt pavement with reflective crack on the soft clay groud[J]. China Journal of Highway and Transport, 2004, 17(1): 1-6. (in Chinese) doi: 10.3321/j.issn:1001-7372.2004.01.001
    [10]
    Jin Liang-xing, Zhang Jia-sheng, Nie Zhi-hong. Dynamic inverse analysis for vibration-load history of high-speedrailway[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 36-38. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.01.009
    [11] 刘延柱. 高等动力学[M]. 北京: 高等教育出版社, 2001.
    [12]
    Kulak R F, Fiala C. Neptune: a systemof finite element pro-grams for three-dimensional nonlinear analysis[J]. Nuclear Engineering and Design, 1988, 106(1): 47-68. doi: 10.1016/0029-5493(88)90269-5
    [13]
    Lysmer J, Kuhlemeyer R L. Finite dynamic model forinfinite media[J]. Journal of Engineering Mechanics Division, 1969, 95(4): 859-877.
    [14]
    Dimonte G, Nelson D, Weaver S. Comparative study of viscoelastic properties using virgin yogurt[J]. Journal of Rheology, 1998, 42(4): 727-742. doi: 10.1122/1.550915
    [15] JTJ014-97, 公路沥青路面设计规范[S].
    [16]
    Hallquist J O. LS-DYNA Theoretical Manual[M]. USA: Livermore Software Technology Corporation, 1998.

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