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Articles

Viscoelastic continuum damage (VECD) models for cracking problems in asphalt mixtures

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Pages 231-242 | Received 25 Dec 2016, Accepted 28 Dec 2016, Published online: 23 Jan 2017

References

  • AASHTO, T. 2011a. Standard Method of Test for Determining the Fatigue Life of Compacted Hot-Mix Asphalt (HMA) Subjected to Repeated Flexural Bending. Washington: American Association of State and Highway Transportation Officials, 321–07.
  • AASHTO, T. 2011b. Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures. American Association of State Highway and Transportation Officials, Washington, DC, 342.
  • Al-Khateeb, G. and Shenoy, A., 2004. A distinctive fatigue failure criterion. Journal of Association of Asphalt Paving Technologists, 73, 585–622.
  • Bodin, D., et al., 2004. Continuum damage approach to asphalt concrete fatigue modeling. Journal of Engineering Mechanics, 130 (6), 700–708.10.1061/(ASCE)0733-9399(2004)130:6(700)
  • Chehab, G., et al., 2002. Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state. Journal of Association of Asphalt Paving Technologists, 71, 559–593.
  • Daniel, J.S., 2001. Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model and its implementation to Westrack mixtures. Dissertation (PhD). North Carolina State University.
  • Daniel, J.S. and Kim, Y.R., 2002. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 71, 619–650.
  • Ghuzlan, K.A. and Carpenter, S.H., 2000. Energy-derived, damage-based failure criterion for fatigue testing. Transportation Research Record: Journal of the Transportation Research Board, No. 1723, 141–149.10.3141/1723-18
  • Goodrich, J.L., 1991. Asphaltic binder rheology, asphalt concrete rheology and asphalt concrete mix properties. Journal of the Association of Asphalt Paving Technologists, 60, 80–120.
  • Hopman, P.C., Kunst, P.A.J.C. and Pronk, A.C., 1989. A renewed interpretation method for fatigue measurements, verification of Miner’s rule. In: 4th Eurobitume Symposium in Madrid, Madrid, 1, 557–561.
  • Kim, Y.R. and Lee, Y.C., 1995. Interrelationships among stiffnesses of asphalt aggregate mixtures. Journal of the Association of Asphalt Paving Technologists, 64, 575–609.
  • Kim, Y.R. and Little, D.N., 1990. One-dimensional constitutive modeling of asphalt concrete. Journal of Engineering Mechanics, ASCE, 116 (4), 751–772.
  • Kim, Y.R., et al., 1997a. Mechanistic evaluation of fatigue damage growth and healing of asphalt concrete: laboratory and field experiments. Proceedings of 8th International Conference on Asphalt Pavements, Vol. II, International Society of Asphalt Pavements, Seattle, WA, 1089–1108.
  • Kim, Y.R., Lee, H.J. and Little, D.N., 1997b. Fatigue characterization of asphalt concrete using viscoelasticity and continuum damage theory. Journal of Association of Asphalt Paving Technologists, 66, 520–569.
  • Kim, Y., Little, D. and Lytton, R., 2003. Fatigue and healing characterization of asphalt mixtures. Journal of Materials in Civil Engineering, 1 (75), 75–83. doi:10.1061/(ASCE)0899-1561(2003)15.
  • Kutay, M.E., Gibson, N.H. and Youtcheff, J., 2008. Conventional and viscoelastic continuum damage (VECD) based fatigue analysis of polymer modified asphalt pavements. Journal of the Association of Asphalt Paving Technologists, 77, 395–434.
  • Kutay, M.E., et al., 2009. Use of small samples to predict fatigue lives of field cores. Transportation Research Record: Journal of the Transportation Research Board, 2127, 90–97, Washington, DC.10.3141/2127-11
  • Lee, H.J., 1996. Uniaxial constitutive modeling of asphalt concrete using viscoelasticity and continuum damage theory. Raleigh, NC: North Carolina State University.
  • Lee, H.-J. and Kim, Y.R., 1998a. Viscoelastic constitutive model for asphalt concrete under cyclic loading. Journal of Engineering Mechanics, ASCE, 124 (1), 32–40.10.1061/(ASCE)0733-9399(1998)124:1(32)
  • Lee, H.-J. and Kim, Y.R., 1998b. Viscoelastic continuum damage model of asphalt concrete with healing. Journal of Engineering Mechanics, ASCE, 124 (11), 1224–1232.10.1061/(ASCE)0733-9399(1998)124:11(1224)
  • Lee, H.J., Daniel, J.S. and Kim, Y.R., 2000. Continuum damage mechanics-based fatigue model of asphalt concrete. Journal of Materials in Civil Engineering, 12 (2), 105–112.10.1061/(ASCE)0899-1561(2000)12:2(105)
  • Lundstrom, R. and Isacsson, U., 2003. Asphalt fatigue modelling using viscoelastic continuum damage theory. Road Materials and Pavement Design, 4 (1), 51–75.10.1080/14680629.2003.9689940
  • Mathews, J.M. and Monismith, C.L., 1993. Investigation of laboratory fatigue testing procedures for asphalt aggregate mixtures. Journal of Transportation Engineering, 119–4, 75–83.
  • National Cooperative Highway Research Program (NCHRP), 2004. Guide for mechanistic-empirical design of new and rehabilitated structures. NCHRP Report 01-37A. Washington, DC: Transportation Research Board.
  • Park, S.W., 1994. Development of a nonlinear thermo-viscoelastic constitutive equation for particulate composites with damage. Dissertation (PhD). ASE/EM Department, The University of Texas at Austin.
  • Park, S. and Schapery, R., 1999. Methods of interconversion between linear viscoelatic material functions. Part I – a numerical method based on Prony series. International Journal of Solids and Structures, 36, 1653–1675.
  • Park, S.W., Richard Kim, Y.R. and Schapery, R.A., 1996. A viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete. Mechanics of Materials, 24 (4), 241–255.10.1016/S0167-6636(96)00042-7
  • Scarpas, A., Blaauwendraad, J., Al-Khoury, R., and van Gurp, C. 1997. Experimental Calibration Of A Viscoplastic- Fracturing Computational Model, WIT Transactions on Modelling and Simulation, 17 ( open access journal). doi: 10.2495/CMEM970631.
  • Schapery, R.A., 1975. A theory of crack initiation and growth in viscoelastic media. International Journal of Fracture, 11, 549–562.10.1007/BF00116363
  • Schapery, R.A., 1981. On viscoelastic deformation and failure behavior of composite materials with distributed flaws. In: S.S. Wang and W.J. Renton, eds. Advances in Aerospace Structures and Materials, Aerospace Structures and Materials, New York, 01, 5–20.
  • Schapery, R.A., 1984. Correspondence principles and a generalized J-integral for large deformation and fracture analysis of viscoelastic media. International Journal of Fracture, 25, 195–223.10.1007/BF01140837
  • Schapery, R.A., 1986. A micromechanical model for non-linear viscoelastic behavior of particle-reinforced rubber with distributed damage. Engineering Fracture Mechanics, 25, 845–867.10.1016/0013-7944(86)90046-9
  • Schapery, R.A., 1990. A theory of mechanical behavior of elastic media with growing damage and other changes in structure. Journal of the Mechanics and Physics of Solids, 38, 215–253.10.1016/0022-5096(90)90035-3
  • Schapery, R.A., 1991. Analysis of damage growth in particulate composites using a work potential. Composites Engineering, 1 (3), 167–182.10.1016/0961-9526(91)90017-M
  • Schwartz, C.W., et al., 2002. Time-temperature superposition for asphalt concrete at large compressive strains. Washington, DC: Transportation Research Record, Transportation Research Board No. 1723, National Research Council.
  • Shen, S. and Carpenter, S.H., 2005. Application of the dissipated energy concept in fatigue endurance limit testing. Transportation Research Record: Journal of the Transportation Research Board, TRB, No, 1929, 165–173.10.3141/1929-20
  • Underwood, B.S., Kim, Y.R. and Guddati, M.N., 2006. Characterization and performance prediction of ALF mixtures using a viscoelastoplastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 75, 577–636.
  • Underwood, B.S., Kim, Y.R. and Guddati, M.N., 2010. Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11 (6), 459–476.10.1080/10298430903398088
  • Underwood, B.S., Baek, C. and Kim, Y.R., 2012. Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis. Transportation Research Record: Journal of the Transportation Research Board, 2296, 36–45. Washington, DC.10.3141/2296-04
  • Yu, J. and Zou, G., 2013. Asphalt pavement fatigue cracking prediction model with mode factor. Journal of Pavement Research and Technology, 6 (2), 123–129.
  • Zhang, J., et al., 2013. Development of a failure criterion for asphalt mixtures under fatigue loading. Journal of the Association of Asphalt Paving Technologists, 82, 1–22.
  • Zhang, Y., Luo, R. and Lytton, R., 2014. Anisotropic characterization of crack growth in the tertiary flow of asphalt mixtures in compression. Journal of Engineering Mechanics, 140 (6), 04014032. doi:10.1061/(ASCE)EM.1943-7889.0000745.
  • Zhang, Y., et al., 2016. Crack evolution of asphalt mixtures under compressive monotonic and repeated loads. In: 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements, Nantes, France.13, 155–162.10.1007/978-94-024-0867-6

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