PENG Miao-juan, XU Zhi-hong. Nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation for asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(5): 41-47.
Citation: PENG Miao-juan, XU Zhi-hong. Nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation for asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2007, 7(5): 41-47.

Nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation for asphalt pavement

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  • Author Bio:

    Peng Miao-juan(1965-), female, EngD, associate professor, +86—21—56999934, mjpeng@staff.shu.edu.cn

  • Received Date: 2007-06-02
  • Publish Date: 2007-10-25
  • In order to correctly predict the permanent deformation of asphalt pavement, nonlinear viscoelastic finite element method was studied, the finite element method of nonlinear viscoelasticity for generalized Maxwell model was deduced, a nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation for asphalt pavementhen was set up, and the permanent deformation of asphalt pavement was analyzed depending on its material properties, such as elasticity, nonlinear elasticity, plasticity, viscoelasticity and nonlinear viscoelasticity, etc., the permanent deformation of asphalt pavement was simulated by using the model, SHRP and SWK/UN experiment, and the numerical results were compared.Comparison result shows that their relative error are 6.567% and 6.069% respectively, the model is effective.

     

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  • [1]
    Wu Zhong. Finite element simulation of rutting on superpave pavements[D]. Manhattan: Kansas State University, 2001.
    [2]
    Hua Jian-feng, White T. A study of nonlinear tire contact pressure effects on HMA rutting[J]. The International Journal of Geomechanics, 2002, 2 (3): 353-376. doi: 10.1061/(ASCE)1532-3641(2002)2:3(353)
    [3]
    Sousa J B, Weissman S L, Deacon J A, et al. Permanent deformation response of asphalt aggregate mixes[R]. Washington DC: National Research Program Council, 1994.
    [4]
    Long F M. Permanent deformation of asphalt concrete pavements: a nonlinear viscoelastic approach to mix analyses anddesign[D]. Berkeley: University of California at Berkeley, 2001.
    [5]
    Erkens S M J G, Liu X, Scarpas A. 3D finite model for asphalt concrete response simulation[J]. The International Journal of Geomechanics, 2002, 2 (3): 305-330. doi: 10.1061/(ASCE)1532-3641(2002)2:3(305)
    [6]
    Blab R, Harvey J T. Modeling measured 3D tire contact stress in a viscoelastoc FE pavement model[J]. The International Journal of Geomechanics, 2002, 2 (3): 271-290. doi: 10.1061/(ASCE)1532-3641(2002)2:3(271)
    [7]
    Judycki J. Non-linear viscoelastic behaviour of conventional and modified asphaltic concrete under creep[J]. Materialsand Structures, 1992, 25 (2): 95-101. doi: 10.1007/BF02472462
    [8]
    Zhang Yi-luo, Zheng Nan-xiang. Influence of basic parameters on high and low temperature performances of bituminous mixture[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26 (4): 35-39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200604008.htm
    [9]
    University of California at Berkeley, Oregon State University, Austin Research Engineers, et al. Validation of the relationship between asphalt properties and asphalt-aggregate mixperformance[R]. Washington DC: National Research Coun-cil, 1994.
    [10]
    Du Shun-cheng, Dai Jing-liang. Permanent deformation evaluation index of asphalt mixture[J]. China Journal of Highway and Transport, 2006, 19 (5): 18-22. (in Chinese) doi: 10.3321/j.issn:1001-7372.2006.05.004
    [11]
    Liu Hong-ying, Dai Jing-liang. Effect of different gradations on asphalt mixture resistance to rut[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24 (5): 11-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200405003.htm
    [12]
    Han Hai-feng, Lu Wei-min, He Gui-ping. Effects of water on permanent deformation potential of hot-mix asphalt[J]. China Journal of Highway and Transport, 2003, 16 (4): 4-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200304002.htm
    [13]
    Zhao Ke, Lu Yong-gui, Wei Ru-xi. Research on high temperature properties of SMA[J]. China Journal of Highwayand Transport, 2004, 17 (2): 11-17. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200402003.htm
    [14]
    Wu Jian-min, Li Xiao-jun. Simulation of asphalt mixtures beam test with finite-element method[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24 (1): 5-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200401002.htm
    [15]
    Zhang Yi-luo. Skid resistance regulatity of different grades bituminous mixture[J]. Journal of Chang'an University: Natural Science Edition, 2003, 23 (1): 7-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200301001.htm
    [16]
    Peng Miao-juan, Xu Zhi-hong. Research on nonlinear constitutive relationship of permanent deformation in asphalt pavements[J]. Science in China Series G: Physics, Mechanics & Astronomy, 2006, 49 (6): 671-682.

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