Multiscale testing-analysis of asphaltic materials considering viscoelastic and viscoplastic deformation

References

• AASHTO, 2003. AASHTO TP-62 standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures. Washington, DC: AASHTO.
   Google Scholar
• Abaqus, 2008. User’s manual version 6.8. Providence, RI: Habbit, Karlsson and Sorensen.
   Google Scholar
• Airey, G.D., Rahimzadeh, B., and Collop, A.C., 2004. Linear rheological behavior of bituminous paving materials. Journal of Materials in Civil Engineering, 16 (3), 212–220.10.1061/(ASCE)0899-1561(2004)16:3(212)
   Web of Science ®Google Scholar
• Aragão, F. and Kim, Y.-R., 2012. Mode I fracture characterization of bituminous paving mixtures at intermediate service temperatures. Experimental Mechanics, 52 (9), 1423–1434.10.1007/s11340-012-9594-4
   Web of Science ®Google Scholar
• Aragão, F.T., et al., 2010. Semiempirical, analytical, and computational predictions of dynamic modulus of asphalt concrete mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2181, 19–27.10.3141/2181-03
   Web of Science ®Google Scholar
• Aragão, F.T.S., et al., 2011. Micromechanical model for heterogeneous asphalt concrete mixtures subjected to fracture failure. Journal of Materials in Civil Engineering, 23 (1), 30–38.
   Web of Science ®Google Scholar
• Ban, H., Im, S., and Kim, Y.-R., 2013. Nonlinear viscoelastic approach to model damage-associated performance behavior of asphaltic mixture and pavement structure. Canadian Journal of Civil Engineering, 40 (4), 313–323.10.1139/cjce-2012-0289
   Web of Science ®Google Scholar
• Benedetto, H.D., Delaporte, B., and Sauzéat, C., 2007. Three-dimensional linear behavior of bituminous materials: experiments and modeling. International Journal of Geomechanics, 7 (2), 149–157.10.1061/(ASCE)1532-3641(2007)7:2(149)
   Google Scholar
• Blab, R. and Harvey, J.T., 2002. Modeling measured 3D tire contact stresses in a viscoelastic Fe pavement model. International Journal of Geomechanics, 2 (3), 271–290.10.1061/(ASCE)1532-3641(2002)2:3(271)
   Google Scholar
• Collop, A., et al., 2003. Development and finite element implementation of stress-dependent elastoviscoplastic constitutive model with damage for asphalt. Transportation Research Record: Journal of the Transportation Research Board, 1832, 96–104.10.3141/1832-12
   Google Scholar
• Elseifi, M.A., Al-Qadi, I.L., and Yoo, P.J., 2006. Viscoelastic modeling and field validation of flexible pavements. Journal of Engineering Mechanics, 132 (2), 172–178.10.1061/(ASCE)0733-9399(2006)132:2(172)
   Web of Science ®Google Scholar
• FHWA, 2013. Highway statistics 2012. Washington, DC: Federal Highway Administration.
   Google Scholar
• Haj-Ali, R. and Muliana, A., 2004. Numerical finite element formulation of the Schapery non-linear viscoelastic material model. International Journal for Numerical Methods in Engineering, 59 (1), 25–45.10.1002/(ISSN)1097-0207
   Web of Science ®Google Scholar
• Huang, C.-W., et al., 2007. Nonlinearly viscoelastic analysis of asphalt mixes subjected to shear loading. Mechanics of Time-Dependent Materials, 11 (2), 91–110.10.1007/s11043-007-9034-5
   Web of Science ®Google Scholar
• Huang, C.-W., et al., 2011. Three-dimensional simulations of asphalt pavement permanent deformation using a nonlinear viscoelastic and viscoplastic model. Journal of Materials in Civil Engineering, 23 (1), 56–68. Available from: http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000022
   Web of Science ®Google Scholar
• Karki, P., 2010. Computational and experimental characterization of bituminous composites based on experimentally determined properties of constituents. Master Thesis. University of Nebraska-Lincoln.
   Google Scholar
• Karki, P., Kim, Y.-R., and Little, D.N., 2015. Dynamic modulus prediction of asphalt concrete mixtures through computational micromechanics. Transportation Research Record: Journal of the Transportation Research Board, in press.
   Web of Science ®Google Scholar
• Kim, Y.-R., and Aragão, F.T.S., 2013. Microstructure modeling of rate-dependent fracture behavior in bituminous paving mixtures. Finite Elements in Analysis and Design, 63, 23–32.10.1016/j.finel.2012.08.004
   Web of Science ®Google Scholar
• Kim, H., and Buttlar, W.G., 2009. Discrete fracture modeling of asphalt concrete. International Journal of Solids and Structures, 46 (13), 2593–2604. Available from: http://dx.doi.org/10.1016/j.ijsolstr.2009.02.006
   Web of Science ®Google Scholar
• Kim, Y., Lee, Y., and Lee, H., 1995. Correspondence principle for characterization of asphalt concrete. Journal of Materials in Civil Engineering, 7 (1), 59–68.10.1061/(ASCE)0899-1561(1995)7:1(59)
   Web of Science ®Google Scholar
• Kim, Y.-R. and Little, D., 2004. Linear viscoelastic analysis of asphalt mastics. Journal of Materials in Civil Engineering, 16 (2), 122–132.10.1061/(ASCE)0899-1561(2004)16:2(122)
   Web of Science ®Google Scholar
• Kim, Y.-R., Little, D. and Lytton, R., 2002. Use of dynamic mechanical analysis (DMA) to evaluate the fatigue and healing potential of asphalt binders in sand asphalt mixtures. Journal of the Association of Asphalt Paving Technologists, 71 176–206.
   Google Scholar
• Kim, Y.-R., Little, D., and Lytton, R., 2003a. Fatigue and healing characterization of asphalt mixtures. Journal of Materials in Civil Engineering, 15 (1), 75–83.10.1061/(ASCE)0899-1561(2003)15:1(75)
   Web of Science ®Google Scholar
• Kim, Y.-R., Little, D.N., and Song, I., 2003b. Effect of mineral fillers on fatigue resistance and fundamental material characteristics: mechanistic evaluation. Transportation Research Record: Journal of the Transportation Research Board, 1832, 1–8.10.3141/1832-01
   Web of Science ®Google Scholar
• Kim, Y.-R., Allen, D.H., and Little, D.N., 2006a. Computational model to predict fatigue damage behavior of asphalt mixtures under cyclic loading. Transportation Research Record: Journal of the Transportation Research Board, 1970, 196–206.10.3141/1970-23
   Google Scholar
• Kim, Y., et al., 2006b. A simple testing method to evaluate fatigue fracture and damage performance of asphalt mixtures (with discussion). Journal of the Association of Asphalt Paving Technologists, 75, 755–788.
   Google Scholar
• Lai, J., 1995. Non-linear time-dependent deformation behaviour of high density polyethylene. Dissertation (PhD). Delft University Press.
   Google Scholar
• Lai, J. and Bakker, A., 1996. 3-D schapery representation for non-linear viscoelasticity and finite element implementation. Computational Mechanics, 18 (3), 182–191.10.1007/BF00369936
   Web of Science ®Google Scholar
• Lemaitre, J. and Chaboche, J., 1990. Mechanics of solid materials. Cambridge: Cambridge University Press.10.1017/CBO9781139167970
   Google Scholar
• Lu, Y. and Wright, P., 1998. Numerical approach of visco-elastoplastic analysis for asphalt mixtures. Computers & structures, 69 (2), 139–147.
   Web of Science ®Google Scholar
• Marasteanu, M.O. and Anderson, D.A., 2000. Establishing linear viscoelastic conditions for asphalt binders. Transportation Research Record: Journal of the Transportation Research Board, 1728, 1–6.10.3141/1728-01
   Web of Science ®Google Scholar
• Masad, E. and Somadevan, N., 2002. Microstructural finite-element analysis of influence of localized strain distribution on asphalt mix properties. Journal of Engineering Mechanics, 128 (10), 1105–1114.10.1061/(ASCE)0733-9399(2002)128:10(1106)
   Web of Science ®Google Scholar
• Masad, E., et al., 2005. Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics. Mechanics of Materials, 37 (12), 1242–1256.10.1016/j.mechmat.2005.06.003
   Web of Science ®Google Scholar
• Masad, E.A., Dessouky, S., and Little, D.N., 2007. Development of an elastoviscoplastic microstructural-based continuum model to predict permanent deformation in hot mix asphalt. International Journal of Geomechanics, 7 (2), 119–130.10.1061/(ASCE)1532-3641(2007)7:2(119)
   Google Scholar
• Masad, E., et al., 2008. Nonlinear viscoelastic analysis of unaged and aged asphalt binders. Construction and Building Materials, 22 (11), 2170–2179.10.1016/j.conbuildmat.2007.08.012
   Web of Science ®Google Scholar
• NAPA, 2007. National asphalt roadmap: a commitment to the future. Lanham, MD: National Asphalt Pavement Association.
   Google Scholar
• NCHRP, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Project 1-37A. Washington, DC: National Cooperative Highway Research Program, Transportation Research Board, National Research Council.
   Google Scholar
• Palvadi, S., Bhasin, A., and Little, D.N., 2012. Method to quantify healing in asphalt composites by continuum damage approach. Transportation Research Record: Journal of the Transportation Research Board, 2296, 86–96.10.3141/2296-09
   Web of Science ®Google Scholar
• Perl, M., Uzan, J., and Sides, A., 1983. Visco-elasto-plastic constitutive law for bituminous mixture under repeated loading. Transportation Research Record: Journal of the Transportation Research Board, 911, 20–27.
   Google Scholar
• Perzyna, P., 1971. Thermodynamic theory of viscoplasticity. Advances in Applied Mechanics, 11, 313–354.10.1016/S0065-2156(08)70345-4
   Google Scholar
• Radovskiy, B., 2003. Analytical formulas for film thickness in compacted asphalt mixture. Transportation Research Record: Journal of the Transportation Research Board, 1829, 26–32.10.3141/1829-04
   Google Scholar
• Rahmani, E., et al., 2013. Effect of confinement pressure on the nonlinear-viscoelastic response of asphalt concrete at high temperatures. Construction and Building Materials, 47, 779–788.10.1016/j.conbuildmat.2013.05.090
   Web of Science ®Google Scholar
• Roberts, F.L., et al., 1996. Hot mix asphalt materials, mixture design and construction. Lanham, MD: NAPA Research and Education Foundation.
   Google Scholar
• Saadeh, S. and Masad, E., 2010. On the relationship of microstructure properties of asphalt mixtures to their constitutive behaviour. International Journal of Materials and Structural Integrity, 4 (2/3/4), 186–214.10.1504/IJMSI.2010.035206
   Google Scholar
• Saadeh, S., Masad, E., and Little, D., 2007. Characterization of asphalt mix response under repeated loading using anisotropic nonlinear viscoelastic-viscoplastic model. Journal of Materials in Civil Engineering, 19 (10), 912–924.10.1061/(ASCE)0899-1561(2007)19:10(912)
   Web of Science ®Google Scholar
• Schapery, R.A., 1969. On the characterization of nonlinear viscoelastic materials. Polymer Engineering & Science, 9 (4), 295–310.
   Web of Science ®Google Scholar
• Seibi, A.C., et al., 2001. Constitutive relations for asphalt concrete under high rates of loading. Transportation Research Record: Journal of the Transportation Research Board, 1767, 111–119.10.3141/1767-14
   Google Scholar
• Sides, A., Uzan, J., and Perl, M., 1985. A comprehensive viscoelasto-plastic characterization of sand-asphalt compressive and tensile cyclic loading. Journal of Testing and Evaluation, 13 (1), 49–59.
   Web of Science ®Google Scholar
• Souza, F.V., et al., 2004. Model for predicting damage evolution in heterogeneous viscoelastic asphaltic mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1891, 131–139.10.3141/1891-16
   Google Scholar
• Teixeira, J.E., et al., 2014. Multiscale model for asphalt mixtures subjected to cracking and viscoelastic deformation. Transportation Research Record: Journal of the Transportation Research Board, 2447, 136–145.
   Web of Science ®Google Scholar
• Underwood, B.S. and Kim, Y.R., 2013. Microstructural investigation of asphalt concrete for performing multiscale experimental studies. International Journal of Pavement Engineering, 14 (5), 498–516.10.1080/10298436.2012.746689
   Web of Science ®Google Scholar
• Vasconcelos, K.L., et al., 2010. Experimental measurement of water diffusion through fine aggregate mixtures. Journal of Materials in Civil Engineering, 23 (4), 445–452.
   Web of Science ®Google Scholar
• You, Z. and Buttlar, W.G., 2006. Micromechanical modeling approach to predict compressive dynamic moduli of asphalt mixtures using the distinct element method. Transportation Research Record: Journal of the Transportation Research Board, 1970, 73–83.10.3141/1970-09
   Google Scholar
• You, T., et al., 2014. Calibration and validation of a comprehensive constitutive model for asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2447, 13–22.
   Web of Science ®Google Scholar
• Zaoutsos, S. and Papanicolaou, G., 2010. On the influence of preloading in the nonlinear viscoelastic–viscoplastic response of carbon–epoxy composites. Composites Science and Technology, 70 (6), 922–929.10.1016/j.compscitech.2010.02.006
   Web of Science ®Google Scholar