2,605
Views
16
CrossRef citations to date
0
Altmetric
Articles

A micromechanical model of freeze-thaw damage in asphalt mixtures

ORCID Icon, &
Pages 1017-1029 | Received 11 Apr 2019, Accepted 12 Aug 2019, Published online: 21 Aug 2019

References

  • Abu Al-Rub, R., et al., 2010. A micro-damage healing model that improves prediction of fatigue life in asphalt mixes. International Journal of Engineering Science, 48 (11), 966–990. Available from: http://www.sciencedirect.com/science/article/pii/S0020722510002016.
  • Abu Al-Rub, R., et al., 2011. A unified continuum damage mechanics model for predicting the mechanical response of asphalt mixtures and pavements. International Journal of Roads and Airports, 1 (1), 68–84.
  • Allen, D. and Searcy, C., 2001. A micromechanical model for a viscoelastic cohesive zone. International Journal of Fracture, 107, 159–176.
  • Aragao, F., et al., 2011. Micromechanical model for heterogenous asphalt concrete mixtures subjected to fracture failure. Journal of Materials in Civil Engineering, 23 (1), 30–38. Available from: https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29MT.1943-5533.0000004.
  • Arambula, E., et al., 2010b. Numerical analysis of moisture vapor diffusion in asphalt mixtures using digital images. Materials and Structures, 43 (7), 897–911. Available from: https://doi.org/10.1617/s11527-009-9554-3.
  • Arambula, E., Caro, S., and Masad, E., 2010a. Experimental measurement and numerical simulation of water vapor diffusion through asphalt pavement materials. Journal of Materials in Civil Engineering, 22 (6), 588–598. Available from: https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29MT.1943-5533.0000059.
  • Balieu, R. and Kringos, N., 2015. A new thermodynamical framework for finite strain multiplicative elastoplasticity coupled to anisotropic damage. International Journal of Plasticity, 70, 126–150.
  • Barenblatt, G., 1962. The mathematical theory of equilibrium cracks in brittle fracture. Advances in Applied Mechanics, 7, 55–129.
  • Bažant, Z., et al., 1988. Mathematical model for freeze-thaw durability of concrete. Journal of the American Ceramic Society, 71 (9), 776–783.
  • Caro, S., et al., 2010a. Micromechanical modeling of the influence of material properties on moisture-induced damage in asphalt mixtures. Construction and Building Materials, 24 (7), 1184–1192. Available from: http://www.sciencedirect.com/science/article/pii/S0950061809004334.
  • Caro, S., et al., 2010b. Coupled micromechanical model of moisture-induced damage in asphalt mixtures. Journal of Materials in Civil Engineering, 22 (4), 380–388. Available from: https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29MT.1943-5533.0000031.
  • Castillo, D., et al., 2017. Modelling moisture-mechanical damage in asphalt mixtures using random microstructures and a continuum damage formulation. Road Materials and Pavement Design, 18 (1), 1–21. Available from: https://doi.org/10.1080/14680629.2016.1138880.
  • Chen, F., Balieu, R., and Kringos, N., 2017. Thermodynamics-based finite strain viscoelastic-viscoplastic model coupled with damage for asphalt materials. International Journal of Solids and Structures, 129, 61–73.
  • Cheng, D., et al., 2003. Moisture damage evaluation of asphalt mixtures by considering both moisture diffusion and repeated-load conditions. Transportation Research Record: Journal of the Transportation Research Board, 1832, 42–49.
  • Collop, A., et al., 2003. Development and finite element implementation of a stress dependent elasto-visco-plastic constitutive model with damage for asphalted. TRB 2003 annual meeting. Washington, DC, USA: TRB 2003 Annual Meeting.
  • Copeland, A., et al., 2006. Determination of bond strength as a function of moisture content at the aggregate-mastic interface. 10th international conference on asphalt pavements. Quebec City, Canada.
  • Coussy, O., 2005. Poromechanics of freezing materials. Journal of the Mechanics and Physics of Solids, 53, 1689–1718.
  • Dai, Q., Sadd, M., and You, Z., 2006. A micromechanical finite element model for linear and damage-coupled viscoelastic behaviour of asphalt mixture. International Journal for Numerical and Analytical Methods in Geomechanics, 30, 1135–1158.
  • Darabi, M., et al., 2011. A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphalt materials. International Journal of Solids and Structures, 48, 191–207.
  • Darabi, M., et al., 2012. Thermodynamic-based model for coupling temperature-dependent viscoelastic, viscoplastic, and viscodamage constitutive behavior of asphalt mixtures. International Journal for Numerical and Analytical Methods in Geomechanics, 36 (7), 817–854. Available from: https://onlinelibrary.wiley.com/doi/abs/10.1002/nag.1030.
  • Dave, E. and Behnia, B., 2017. Cohesive zone fracture modelling of asphalt pavements with applications to design of high-performance asphalt overlays. International Journal of Pavement Engineering, 19 (3), 319–337.
  • De Souza, F., et al., 2004. Model for predicting damage evolution in heterogeneous viscoelastic asphaltic mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1891 (1), 131–139. Available from: https://journals.sagepub.com/doi/abs/10.3141/1891-16.
  • Dugdale, D.S, 1960. Yielding of steel sheets containing slits. Journal of the Mechanics and Physics of Solids, 8 (2), 100–104.
  • Eriksson, D., et al., 2018. Freezing of partially saturated air-entrained concrete: a multiphase description of the hygro-thermo-mechanical behaviour. International Journal of Solids and Structures, 152–153, 294–304.
  • Erkens, S., Liu, X., and Scarpas, A., 2002. 3d finite element model for asphalt concrete response simulation. International Journal of Geomechanics, 2 (3), 305–330. Available from: https://www.tandfonline.com/doi/abs/10.1080/15323640208500182.
  • Fakhri, M. and Ahmadi, A., 2017. Evaluation of fracture resistance of asphalt mixes involving steel slag and rap: susceptibility to aging level and freeze and thaw cycles. Construction and Building Materials, 157, 748–756.
  • Feng, D., et al., 2010. Impact of salt and freeze–thaw cycles on performance of asphalt mixtures in coastal frozen region of China. Cold Regions Science and Technology, 62, 34–41.
  • Fick, A., 1855. Ueber diffusion. Annalen der Physik und Chemie, 170 (1), 59–86.
  • Gibson, N., et al., 2003. Viscoelastic, viscoplastic, and damage modeling of asphalt concrete in unconfined compression. Transportation Research Record: Journal of the Transportation Research Board, 1860 (1), 3–15. Available from: https://journals.sagepub.com/doi/abs/10.3141/1860-01.
  • Hain, M. and Wrigglers, P., 2008. Computational homogenization of micro-structural damage due to frost in hardened cement paste. Finite Elements in Analysis and Design, 44 (5), 233–244.
  • Kachanov, L.M., 1986. Introduction to continuum damage mechanics. Dordrecht: Springer.
  • Kim, Y.R., Allen, D., and Little, D., 2007. Computational constitutive model for predicting nonlinear viscoelastic damage and fracture failure of asphalt concrete mixtures. International Journal of Geomechanics, 7 (2), 102–110.
  • Kim, H. and Buttlar, W.G., 2009a. Discrete fracture modeling of asphalt concrete. International Journal of Solids and Structures, 46 (13), 2593–2604. Available from: http://www.sciencedirect.com/science/article/pii/S0020768309000730.
  • Kim, H. and Buttlar, W.G., 2009b. Multi-scale fracture modeling of asphalt composite structures. Composites Science and Technology, 69 (15), 2716–2723. Available from: http://www.sciencedirect.com/science/article/pii/S0266353809003078.
  • Kim, Y.R. and Little, D., 1990. One-dimensional constitutive modeling of asphalt concrete. Journal of Engineering Mechanics, 116 (4), 751–772.
  • Kringos, N., 2007. Modeling of combined physical-mechanical moisture induced damage in asphaltic mixes. Thesis (PhD). Delft, the Netherlands.
  • Kringos, N., et al., 2008a. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes part 2: moisture susceptibility parameters. International Journal of Pavement Engineering, 9 (2), 129–151. Available from: https://doi.org/10.1080/10298430701792227.
  • Kringos, N., et al., 2008b. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, part 1: governing processes and formulations. International Journal of Pavement Engineering, 9 (2), 115–128. Available from: https://doi.org/10.1080/10298430701792185.
  • Kringos, N. and Liu, X., 2004. Multi-phase material model for freezing damage in open graded asphaltic mixesed. Madeira, Portugal: proceedings of the 2004 international conference on computational & experimental engineering & sciences.
  • Kringos, N. and Scarpas, A., 2005. Raveling of asphaltic mixes due to water damage: computational identification of controlling parameters. Transportation Research Record: Journal of the Transportation Research Board, 1929 (1), 79–87. Available from: https://journals.sagepub.com/doi/abs/10.1177/0361198105192900110.
  • Kringos, N. and Scarpas, A., 2008. Physical and mechanical moisture susceptibility of asphaltic mixtures. International Journal of Solids and Structures, 45 (9), 2671–2685. Available from: http://www.sciencedirect.com/science/article/pii/S002076830700515X.
  • Lamothe, S., Perraton, D., and Di Benedetto, H., 2017. Degradation of hot mix asphalt samples subjected to freeze-thaw cycles and partially saturated with water or brine. Road Materials and Pavement Design, 18 (4), 849–864.
  • Lee, H.J. and Kim, Y.R., 1998. Viscoelastic continuum damage model of asphalt concrete with healing. Journal of Engineering Mechanics, 124 (11), 1224–1232.
  • Lee, H., Peng, K., and Wang, J., 1985. An anisotropic damage criterion for deformation instability and its application to forming limit analysis of metal plates. Engineering Fracture Mechanics, 21 (5), 1031–1054.
  • Li, X. and Marasteanu, M., 2005. Cohesive modeling of fracture in asphalt mixtures at low temperatures. International Journal of Fracture, 136, 285–308.
  • Liu, L., et al., 2011. Modeling of the internal damage of saturated cement paste due to ice crystallization pressure during freezing. Cement & Concrete Composites, 33, 562–571.
  • Liu, L., et al., 2014. Analysis of damage development in cement paste due to ice nucleation at different temperatures. Cement & Concrete Composites, 53, 1–9.
  • Luo, Y., et al., 2017. The deterioration and performance improvement of long-term mechanical properties of warm-mix asphalt mixtures under special environmental conditions. Construction and Building Materials, 135, 622–631.
  • Mahmoud, E., et al., 2014. Extended finite-element modelling of asphalt mixtures fracture properties using the semi-circular bending test. Road Materials and Pavement Design, 15 (1), 153–166.
  • Masad, E., et al., 2005. Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics. Mechanics of Materials, 37 (12), 1242–1256.
  • Pan, P., et al., 2017. Effect of freezing-thawing and ageing on thermal characteristics and mechanical properties of conductive asphalt concrete. Construction and Building Materials, 140, 239–247.
  • Park, S., 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, 241–255.
  • Rahman, S., et al., 2016. Simulation of mass, linear momentum, and energy transport in concrete with varying moisture content during cooling to cryogenic temperatures. Transport in Porous Media, 112 (1), 139–166.
  • Sadd, M., et al., 2003. Simulation of asphalt materials using a finite element micromechanical model with damage mechanicsed. Washington, DC, USA: Transportation Research Board 2003 Annual Meeting.
  • Sadd, M., et al., 2004. Microstructural simulation of asphalt materials: Modeling and experimental studies. Journal of Materials in Civil Engineering, 16 (2), 107–115.
  • Scarpas, A., et al., 1997a. Finite-elements simulation of damage development in asphalt concrete pavements. 8th international conference on asphalt pavements. Seattle, USA.
  • Scarpas, A., et al., 1997b. Experimental calibration of a viscoplastic-fracturing computational model. WIT Transactionas on Modelling and Simulation, 17, 643–652.
  • Schapery, R.A., 1975. A theory of crack initiation and growth in viscoelastic media i: theoretical development. International Journal of Fracture, 11 (1), 141–159.
  • 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.
  • Schapery, R.A., 1986. A micromechanical model for non-linear viscoelastic behavior of particle-reinforced rubber with distributed damage. Engineering Fracture Mechanics, 25 (5/6), 845–867.
  • Schapery, R.A., 1987. Deformation and fracture characterization of inelastic composite materials using potentials. Polymer Engineering and Science, 27, 63.
  • Schapery, R.A., 1990. Simplifications in the behavior of viscoelastic composites with growing damageed. IUTAM symposium inelastic deformation of composite materials, Troy, New York, USA.
  • Shakiba, M., et al., 2013. Continuum coupled moisture-mechanical damage model for asphalt concrete. Transportation Research Record: Journal of the Transportation Research Board, 2372, 72–82.
  • Si, W., et al., 2014. Reliability-based assessment of deteriorating performance to asphalt pavement under freeze–thaw cycles in cold regions. Construction and Building Materials, 68, 572–579.
  • Song, S.H., Paulino, G.H., and Buttlar, W.G., 2006a. A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material. Engineering Fracture Mechanics, 73, 2829–2848.
  • Song, S.H., Paulino, G.H., and Buttlar, W.G., 2006b. Simulation of crack propagation in asphalt concrete using an intrinsic cohesive zone model. Journal of Engineering, 132 (11), 1215–1223.
  • Tabakovic, A., et al., 2010. Modelling the quasi-static behaviour of bituminous material using a cohesive zone model. Engineering Fracture Mechanics, 77, 2403–2418.
  • Tashman, L., et al., 2005a. A microstructure-based viscoplastic model for asphalt concrete. International Journal of Plasticity, 21 (9), 1659–1685. Available from: http://www.sciencedirect.com/science/article/pii/S0749641904001597.
  • Tashman, L., et al., 2005b. Microstructural viscoplastic continuum model for permanent deformation in asphalt pavements. Journal of Engineering Mechanics, 131 (1), 48–57. Available from: https://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9399%282005%29131%3A1%2848%29.
  • Uzan, J., 2005. Viscoelastic–viscoplastic model with damage for asphalt concrete. Journal of Materials in Civil Engineering, 17 (5), 528–534.
  • Varveri, A., et al., 2014. A constitutive model for simulation of water to ice phase change in asphalt mixturesed. Proceedings of the International conference on asphalt pavements, Raleigh, North Carolina: Proceedings of the International conference on asphalt pavements, ISAP 2014, 531–539.
  • Varveri, A., 2017. Moisture damage susceptibility of asphalt mixtures – experimental characterization and modelling. Delft: TU Delft.
  • Vu, V.T., et al., 2018. Experimental study and modeling of the behavior of partially saturated asphalt concrete under freezing condition. Construction and Building Materials, 163, 169–178.
  • Wang, H., Wang, J., and Chen, J., 2014. Micromechanical analysis of asphalt mixture fracture with adhesive and cohesive fracture. Engineering Fracture Mechanics, 132, 104–119.
  • Xu, H., Guo, W., and Tan, Y., 2015. Internal structure evolution of asphalt mixtures during freeze-thaw cycles. Materials and Design, 86, 436–446.
  • Yi, J., et al., 2014. Viscoelastic–plastic damage model for porous asphalt mixtures: application to uniaxial compression and freeze–thaw damage. Mechanics of Materials, 70, 67–75.
  • Yin, A., et al., 2012. Tensile fracture simulation of random heterogeneous asphalt mixture with cohesive crack model. Engineering Fracture Mechanics, 92, 40–55. Available from: http://www.sciencedirect.com/science/article/pii/S0013794412002238.
  • You, T., et al., 2012. Three-dimensional microstructural modeling of asphalt concrete using a unified viscoelastic–viscoplastic–viscodamage model. Construction and Building Materials, 28 (1), 531–548. Available from: http://www.sciencedirect.com/science/article/pii/S0950061811004946.
  • Zuber, B. and Marchand, J., 2000. Modeling the deterioration of hydrated cement systems exposed to frost action part 1: Description of the mathematical model. Cement and Concrete Research, 30, 1929–1939.