摘要Just owing to fatigue damage mechanics' obvious advantages that can reflect the essence of pavement cracking and facilitate the establishment of a connection between pavement performance and pavement structure, environment, and service life, the theory of fatigue damage mechanics has received increasing attention from road experts and scholars, and its application to asphalt pavement has been widely studied. However, current research still reveals problems that require urgent solutions, such as, the fundamentals of fatigue damage theory remain poorly understood, most research results have not yet been summarized, which hinder the development and wide use of fatigue damage theory. Therefore, this work conducts a systematic review of the fundamental content of fatigue damage mechanics and presents the research in the area of asphalt pavement, including the existing problems, some interesting topics that are worthy of further research are also suggested, which include the development of a triaxial damage constitutive model and a new damage evolution model capable of considering the influence of a mixture's viscoelastic characteristics, temperature, and loading rate on the damage evolution feature of the asphalt mixture. In addition, close-form solutions or viscoelastic calculation for asphalt pavement need to be derived, and other efficient large-scale or microscopic numerical methods for modeling pavement damage performance also need to be studied. The goal of the review is to promote the development and progress of fatigue damage mechanics in the area of asphalt pavement.
Abstract：Just owing to fatigue damage mechanics' obvious advantages that can reflect the essence of pavement cracking and facilitate the establishment of a connection between pavement performance and pavement structure, environment, and service life, the theory of fatigue damage mechanics has received increasing attention from road experts and scholars, and its application to asphalt pavement has been widely studied. However, current research still reveals problems that require urgent solutions, such as, the fundamentals of fatigue damage theory remain poorly understood, most research results have not yet been summarized, which hinder the development and wide use of fatigue damage theory. Therefore, this work conducts a systematic review of the fundamental content of fatigue damage mechanics and presents the research in the area of asphalt pavement, including the existing problems, some interesting topics that are worthy of further research are also suggested, which include the development of a triaxial damage constitutive model and a new damage evolution model capable of considering the influence of a mixture's viscoelastic characteristics, temperature, and loading rate on the damage evolution feature of the asphalt mixture. In addition, close-form solutions or viscoelastic calculation for asphalt pavement need to be derived, and other efficient large-scale or microscopic numerical methods for modeling pavement damage performance also need to be studied. The goal of the review is to promote the development and progress of fatigue damage mechanics in the area of asphalt pavement.
基金资助:Supported by the National Natural Sciences Foundation of China (No. 51008053); Fundamental Research Funds for the Central Universities of China (N140104006); Natural Science Foundation for Liaoning Province of China (2015010613-301); Open Foundation for the Key Laboratory of Communication Ministry of China (310821161113)
通讯作者:
ZHANG Jun
E-mail: junzhang.neu@foxmail.com
引用本文:
张俊, 张晓德, 王文珊. State-of-the-art Review of Fatigue Damage Mechanics Used in the Area of Asphalt Pavement[J]. Journal of Highway and Transportation Research and Development, 2021, 15(1): 1-13.
ZHANG Jun, ZHANG Xiao-de, WANG Wen-shan. State-of-the-art Review of Fatigue Damage Mechanics Used in the Area of Asphalt Pavement. Journal of Highway and Transportation Research and Development, 2021, 15(1): 1-13.
[1] SUN Li-jun. Pavement Engineering[M]. Shanghai:Tongji University Press,2012:157-159. (in Chinese)
[2] SUN Li-jun, XU Zhi-jun, CHEN Zi-jian. Behavior Modeling for Asphalt Pavements[J].Journal of Tongji University:Natural Science Edition,2003,31(5):558-561. (in Chinese)
[3] ZHANG Hang, ZHAO Jun. Applied Fatigue Damage Mechanics of Metallic Structural Members[M]. Beijing:National Defense Industry Press, 1998:2-11. (in Chinese)
[4] ZHANG J, WANG Y D, SU Y. Fatigue Damage Evolution Model of Asphalt Mixture Considering Influence of Loading Frequency[J]. Construction and Building Materials, 2019, 218:712-720.
[5] ZHANG J, LI Z, CHU H, et al. A Viscoelastic Damage Constitutive Model for Asphalt Mixture under the Cyclic Loading[J].Construction and Building Materials, 2019, 227:116631.
[6] ZHANG J, SABOURI M, GUDDATIA M N, et al. Development of a Failure Criterion for Asphalt Mixtures under Fatigue Loading[J]. Road Materials and Pavement Design, 2013, 14(S2):1-15.
[7] ZHANG J, SU Y, ZHANG X, et al. Experimental Investigation on the Effect of Loading Frequency on the Fatigue Damage Characteristic of Asphalt Mixture[J]. International Journal of Pavement Research and Technology, 2019, 12(5):478-485.
[8] ZHANG Jun, LI Zhi-wei. Viscoelastic-plastic Damage Constitutive Model of Asphalt Mixture under Cyclic Loading[J].Journal of Northeastern University:Natural Science Edition,2019,40(10):1496-1503. (in Chinese)
[9] WANG Y D, GHANBARI A, UNDERWOOD B S, et al. Development of a Performance-volumetric Relationship for Asphalt Mixtures[J]. Transportation Research Record, 2019, 2673:416-430.
[10] WANG Y D, KESHAVARZI B, KIM Y R. Fatigue Performance Prediction of Asphalt Pavements Using FlexPAVETM, the S-VECD Model, and DR Failure Criterion[J]. Transportation Research Record, 2018,2672:217-227.
[11] ZHENG Jian-long, LÜ Song-tao. Nonlinear Fatigue Damage Model for Asphalt Mixtures[J].China Journal of Highway and Transport, 2009, 22(5):21-28. (in Chinese)
[12] ZHOU Zhi-gang, ZHANG Qing-ping, YUAN Xiu-xiang. Fatigue Damage Analysis of Asphalt Mixture Specimen during Cyclic Bending Test[J]. Journal of Central South University:Science and Technology Edition,2011,42(6):1743-1751. (in Chinese)
[13] SHA Ai-min, JIA Kan, LI Xiao-gang. Fatigue Performances of Semi-rigid Base Course Materials[J].Journal of Traffic and Transportation Engineering,2009,9(3):29-33. (in Chinese)
[14] SHAN Li-yan,TAN Yi-qiu,XU Ya-nan, et al. Fatigue Damage Evolution Rules of Asphalt under Controlled-stress and Controlled-strain Modes[J].China Journal of Highway and Transport,2016,29(1):16-21. (in Chinese)
[15] GUAN Hong-xin,ZHENG Jian-long,ZHANG Qi-sen. Viscoelastic Fatigue Damage Model of Bituminous Mixture[J].Mechanics in Engineering,2007,29(2):50-53. (in Chinese)
[16] ZHU Hong-zhou, HUANG Xiao-ming. Analysis of Key Influential Factors of Asphalt-mixture Fatigue Property[J]. Journal of Southeast University:Natural Science Edition,2004,34(2):260-263. (in Chinese)
[17] PARK S W, SCHAPERY R A. A Viscoelastic Constitutive Model for Particulate Composite with Growing Damage[J].International Journal of Solids & Structures, 1997, 34(8):931-947.
[18] KIM Y R, LEE H J, LITTLE D N. Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory[J] Journal of the Association of Asphalt Paving Technologists,1997,66:520-569.
[19] MUN S. Numerical Computation in the Viscoelastoplastic Continuum Damage of Hot Mix Asphalt Concrete[J]. Fatigue & Fracture of Engineering Materials & Structures, 2009, 32(12):995-1003.
[20] ZHENG Jian-long, MA Jian, LÜ Song-tao, et al. Research on Viscoelastic Fatigue Damage Model of Aging Asphalt Mixtures[J]. Engineering Mechanics,2010,27(3):116-123. (in Chinese)
[21] TAN Yi-qiu, ZHAO Li-dong, LAN Bi-wu, et al. Research on Freeze-thaw Damage Model and Life Prediction of Asphalt Mixture[J]. Journal of Highway and Transportation Research and Development,2011,28(6):1-6. (in Chinese)
[22] DANIEL J S, KIM Y R. Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic Continuum Damage Model[J]. Journal of the Association of Asphalt Paving Technologists,2002,71:619-650.
[23] ZHANG Jiu-peng, HUANG Xiao-ming. Viscoelastoplastic-damage Mechanics Model of Permanent Deformation in Asphalt Mixture[J]. Journal of Southeast University:Natural Science Edition,2010,40(1):185-189. (in Chinese)
[24] SUN Zhi-lin, ZHUO Bin, LIAO Zhong-ping. Nonlinear Fatigue Damage Characteristics and Stress Evolution Law of Asphalt Pavement[J].Journal of Central South University:Science and Technology Edition, 2014,45(2):576-580. (in Chinese)
[25] YU Shou-wen, FENG Xi-qiao. Damage Mechanics[M]. Beijing:Tsinghua University Press,1997:10-17. (in Chinese)
[26] LI Zhi-da, CHEN Zhi-jun, LI Fen. Research on Fatigue Damage Model of Water Damage to Asphalt Concrete Pavement[J].Journal of Wuhan University of Technology:Transportation Science & Engineering Edition,2009,33(1):5-8. (in Chinese)
[27] JIANG Ze-zhong, ZHANG Hua, XIE Tao, et al. Research on Meso-damage Evolution of Asphalt Mixtures Based on Image Technology[J]. Journal of Highway and Transportation Research and Development,2009, 26(2):27-37. (in Chinese)
[28] SHI Yan, PENG Shang-shi, YAN Xiao-hu, et al. Meso-damage and Micro-properties of Cement Emulsified Asphalt Concrete[J].Journal of Building Materials,2014, 17(1):177-186. (in Chinese)
[29] ALOBAIDI I, HOARE D J. The Development of Pore Water Pressure at the Subgrade-subbase Interface of a Highway Pavement and Its Effect on Pumping of Fines[J].Geotextiles & Geomembranes, 1996, 14(2):111-135.
[30] CARO S, MASAD E, SÁNCHEZ-SILVA M, et al. Stochastic Micromechanical Model of the Deterioration of Asphalt Mixtures Subject to Moisture Diffusion Processes[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2011, 35(10):1079-1097.
[31] XIE Tao. Study on Crack Propagation Behavior of Asphalt Mixtures Based on CT Real Time Observation[D]. Chengdu:Southwest Jiaotong University, 2006. (in Chinese)
[32] CHABOCHE J L, LESNE P M. A Non-linear Continuous Fatigue Damage Model[J].Fatigue & Fracture of Engineering Materials & Structures, 2010, 11(1):1-17.
[33] LIU Zhen-qing, HUANG Wei, LIU Qing-quan, et al. Damage Mechanics on the Fatigue Characteristics of Asphalt Mixture Surfacing for Steel Bridge Decks[J]. China Civil Engineering Journal,2006,39(2):117-121. (in Chinese)
[34] LI Sheng, LI Yu-zhi, LIU Zhao-hui. Research on Temperature Fatigue Damage and Cracking in Asphalt Layer of Rigid-flexible Composite Pavement[J].Engineering Mechanics, 2013, 30(10):122-127. (in Chinese)
[35] LÜ Song-tao. Axle Load Conversion of Asphalt Pavement Based on Nonlinear Fatigue Damage[J].Engineering Mechanics, 2012, 29(10):268-274. (in Chinese)
[36] SUN Zhi-lin, HUANG Xiao-ming. Nonlinear Fatigue Damage Characteristics Analysis of Asphalt Pavement Considering Interlayer Contact[J]. Journal of Central South University:Science and Technology Edition, 2012, 43(6):2385-2389. (in Chinese)
[37] CARO S, MASAD E, BHASIN A, et al. Micromechanical Modeling of the Influence of Material Properties on Moisture-induced Damage in Asphalt Mixtures[J]. Construction and Building Materials, 2010, 24(7):1184-1192.
[38] NOROUZI A. Investigation of Specimen Geometries for the VECD Model and Calibration of the LVECD Program for Fatigue Cracking Performance of Asphalt Pavements[D]. Raleigh:North Carolina State University, 2015.
[39] WANG Y, KIM Y R. Development of a Pseudo Strain Energy-based Fatigue Failure Criterion for Asphalt Mixtures[J]. International Journal of Pavement Engineering, 2019, 20(10):1182-1192.
[40] UNDERWOOD B S, YUN T, KIM Y R, et al. Experimental Investigations of the Viscoelastic and Damage Behaviors of Hot-mix Asphalt in Compression[J]. Journal of Materials in Civil Engineering, 2011, 23(4):459-466.
[41] DANIEL J S, KIM Y R. Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic Continuum Damage Model[J]. Journal of the Association of Asphalt Paving Technologists,2002,71:619-650.
[42] YUN T, UNDERWOOD B S, KIM Y R. Time-temperature Superposition for HMA with Growing Damage and Permanent Strain in Confined Tension and Compression[J]. Journal of Materials in Civil Engineering, 2010, 22(5):415-422.
[43] LEE H J, KIM Y R. Viscoelastic Continuum Damage Model of Asphalt Concrete with Healing[J]. Journal of Engineering Mechanics, 1998, 124(11):1224-1232.
[44] KIM Y R, LITTLE D N, LYTTON R R. Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures[J]. Journal of the Association of Asphalt Paving Technologists, 2002, 71:176-206.
[45] LEE H J, KIM Y R. Viscoelastic Constitutive Model for Asphalt Concrete under Cyclic Loading[J]. Journal of Engineering Mechanics, 1998, 124(1):32-40.
[46] UNDERWOOD B S, KIM Y R, GUDDATI M N. Characterization and Performance Prediction of ALF Mixtures Using a Viscoelastoplastic Continuum Damage Model[C]//Proceedings of the Technical Sessions 2006 Annual Meeting. Savannah, US:AAPT, 2006:577-636. (in Chinese)
[47] ZHANG Xiao-de, ZHANG Jun. Fatigue Damage Evolution Characteristics and Model of Asphalt Mixture Based on Energy Method[D]. Shenyang:Northeastern University, 2017. (in Chinese)
[48] ZHENG Jian-long, LÜ Song-tao, TIAN Xiao-ge. Viscoelastic Damage Characteristics of Asphalt Based on Creep Test[J]. Engineering Mechanics,2008,25(2):193-196. (in Chinese)
[49] ZHENG Jian-long. New Structure Design of Durable Asphalt Pavement Based on Life Increment[J]. China Journal of Highway and Transport, 2014,27(1):1-7. (in Chinese)
[50] LIU Jun-qing, LI Qian, LI Hong-xiao. A New Creep Model of Asphalt Mixture Based on Statistical Damage Theory[J]. Journal of Highway and Transportation Research and Development, 2014, 31(8):13-18. (in Chinese)
[51] SHAO La-geng, ZHOU Xiao-qing, LI Yu-zhi, et al. A Study on the Viscoelastic and Damage Characteristics of Asphalt Mixture Based on Pure Tension Test[J]. China Civil Engineering Journal, 2005, 38(4):125-128. (in Chinese)
[52] ZHANG Jiu-peng, HUANG Xiao-ming, MA Tao. Damage-creep Characteristics and Model of Asphalt Mixture[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(12):1867-1871. (in Chinese)
[53] ZENG Guo-wei, YANG Xin-hua, BAI Fan, et al. Experimental Researches on a Visco-elastoplastic Creep Damage Constitutive Model of Asphalt Mastic[J]. Engineering Mechanics, 2013, 30(4):249-253. (in Chinese)
[54] YE Y, YANG X, CHEN C. Experimental Researches on Visco-elastoplastic Constitutive Model of Asphalt Mastic[J]. Construction & Building Materials, 2009, 23(10):3161-3165.
[55] ZHU Hao-ran, SUN Lu, ZHU Yao-ting. Viscoelastic-viscoplastic Damage Constitutive Model Based on Thermodynamics for Asphalt Mixtures[J]. China Journal of Highway and Transport, 2013, 26(3):57-64. (in Chinese)
[56] WANG Jin-chang, ZHAO Ying-hua, SUN Ya-zhen. Fatigue Damage Analysis of Surface Cracked Asphalt Pavement under Varying Temperature[J].China Journal of Highway and Transport, 2001, 14(2):6-8. (in Chinese)
[57] TANG Xue-song, JIANG Chi-ping, ZHENG Jian-long, et al. Damage Mechanical Analysis for Fatigue Failure Process of Bituminous Mixtures[J]. Chinese Journal of Applied Mechanics, 2000, 17(4):92-98. (in Chinese)
[58] ZENG Pan, ZHANG Jun. A Service Life Prediction Model for Asphalt Pavement Based on Fatigue Life of Curved Beams Analysis[D]. Shenyang:Northeastern University, 2018. (in Chinese)
2021, Vol. 15 
