Laboratory tests and finite element simulations to model thermally induced reflective cracking of composite pavements

References

• AASHTO TP 62-07, 2008. Determining dynamic modulus of hot-mix asphalt concrete mixtures. Standard specifications for transportation and methods of sampling and testing, 28th Edition, and provisional standards. America Association of State Transportation and Highway Engineering.
   Google Scholar
• AASHTO TP 105, 2013. Determining the fracture energy of asphalt mixtures using the semi-circular bend geometry (SCB). Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• ABAQUS, 2008. Version 6.8. Hibbt, Karlsson, and Sorenson, Inc.: Pawtucket, RI.
   Google Scholar
• Alavi, M., Hajj, E.Y., and Sebaaly, P.E., 2015. A comprehensive model for predicting thermal cracking events in asphalt pavements. International Journal of Pavement Engineering. 10.1080/10298436.2015.1066010.
   Web of Science ®Google Scholar
• Aragão, F.T.S. and Kim, Y., 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
• ASTM D7313-13, 2013. Standard test method for determining fracture energy of asphalt-aggregate mixtures using the disk-shaped compact tension geometry. ASTM International: West Conshohocken, PA.
   Google Scholar
• Ban, H., Im, S., and Kim, Y., 2015. Mixed-mode fracture characterization of fine aggregate mixtures using semicircular bend fracture test and extended finite element modeling. Construction and Building Materials, 101 (1), 721–729.10.1016/j.conbuildmat.2015.10.083
   Web of Science ®Google Scholar
• Dave, E.V. and Buttlar, W.G., 2010. Thermal reflective cracking of asphalt concrete overlays. International Journal of Pavement Engineering, 11 (6), 477–488.10.1080/10298430903578911
   Web of Science ®Google Scholar
• Dave, E.V., et al., 2007. Reflective and thermal cracking modeling of asphalt concrete. In: Proceedings of the Advanced Characterization of Pavement and Soil Engineering Materials. Athens, 1241–1252.
   Google Scholar
• Dave, E.V., et al., 2013. IlliTC – Low-temperature cracking model for asphalt pavements. Road Materials and Pavement Design, 14 (suppl. 2), 57–78. 10.1080/14680629.2013.812838.
   Web of Science ®Google Scholar
• Espinosa, H.D. and Zavattieri, P.D., 2003. A grain level model for the study of failure initiation and evolution in polycrystalline brittle materials. Part I: Theory and numerical implementation. Mechanics of Materials, 35, 333–364.10.1016/S0167-6636(02)00285-5
   Web of Science ®Google Scholar
• Geubelle, P. and Baylor, J., 1998. Impact-induced delamination of laminated composites: A 2D simulation. Composites Part B – Engineering, 29 (5), 589–602.
   Web of Science ®Google Scholar
• Im, S., Kim, Y., and Ban, H., 2013. Rate- and temperature-dependent fracture characteristics of asphaltic paving mixtures. Journal of Testing and Evaluation, 41, 1–12.
   Web of Science ®Google Scholar
• Kim, Y. 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. Finite element cohesive fracture modeling of airport pavements at low temperatures. Cold Regions Science and Technology, 57, 123–130.10.1016/j.coldregions.2009.02.004
   Web of Science ®Google Scholar
• Kim, K.W., et al., 2003. Fracture toughness of polymer-modified asphalt concrete at low temperatures. Canadian Journal of Civil Engineering, 30, 406–413.10.1139/l02-101
   Web of Science ®Google Scholar
• Mamlouk, M.S., et al., 2005. Determination of thermal properties of asphalt mixtures. Journal of Testing and Evaluation, 33 (2), 1–9.
   Web of Science ®Google Scholar
• Marasteanu, M.O., et al., 2007. Investigation of low temperature cracking in asphalt pavements: national pooled fund study 776. St. Paul, MN 55155: Minnesota Department of Transportation, Final Report No. MN/RC 2007-43.
   Google Scholar
• Marasteanu, M.O., et al., 2012. Investigation of low temperature cracking in asphalt pavements: National pooled fund study – Phase II. St. Paul, MN 55155: Minnesota Department of Transportation, Final Report No. MN/RC 2012-23.
   Google Scholar
• Mindess, S., Young, J.F., and Darwin, D., 2002. Concrete. Upper Saddle River, NJ 07458: Prentice Hall, Pearson Education, Inc.
   Google Scholar
• Song, S.H., Wagoner, M.P. and Paulino, G.H., 2008. δ25 Crack opening displacement parameter in cohesive zone models: Experiments and simulations in asphalt concrete. Fatigue and Fracture of Engineering Materials and Structures, 31, 850–856.10.1111/j.1460-2695.2008.01272.x
   Web of Science ®Google Scholar
• Souza, F.V. and Castro, L.S., 2012. Effect of temperature on the mechanical response of thermo-viscoelastic asphalt pavements. Construction and Building Materials, 30, 574–582.10.1016/j.conbuildmat.2011.11.048
   Web of Science ®Google Scholar
• Teixeira, J.E.S., et al., 2014. Multiscale model for asphalt mixtures subjected to cracking and viscoelastic deformation. Transportation Research Record, 2447, 136–145.10.3141/2447-15
   Web of Science ®Google Scholar
• Wagoner, M.P., Buttlar, W.G. and Paulino, G.H., 2005a. Disk-shaped compact tension test for asphalt concrete fracture. Society for Experimental Mechanics, 45 (3), 270–277.10.1177/0014485105053205
   Web of Science ®Google Scholar
• Wagoner, M.P., Buttlar, W.G., and Paulino, G.H., 2005b. Development of a single-edge notched beam test for asphalt concrete mixtures. Journal of Testing and Evaluation, 33 (6), 452–460.
   Web of Science ®Google Scholar
• Williams, M.L., Landel, R.F., and Ferry, J.D., 1955. The temperature dependence of relaxation mechanisms in amorphous polymers and other glass-forming liquids. Temperature Dependence of Relaxation Mechanisms, 77 (14), 3701–3707.
   Google Scholar
• Yoder, E.J. and Witczak, M.W., 1975. Principles of pavement design. Hoboken, New Jersey: John Wiley & Sons Inc.10.1002/9780470172919
   Google Scholar