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Articles

Virtual fabrication and computational simulation of asphalt concrete microstructure

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Pages 859-870 | Received 10 May 2015, Accepted 23 May 2015, Published online: 27 Jul 2015

References

  • Aragão, F.T.S., 2011. Computational microstructure modeling of asphalt mixtures subjected to rate-dependent fracture. Dissertation (PhD). Lincoln, NE: University of Nebraska.
  • Aragão, F.T.S., et al., 2014. Numerical–experimental approach to characterize fracture properties of asphalt mixtures at low in-service temperatures. Transportation Research Record: Journal of the Transportation Research Board, 2447, 42–50 ( TRB, National Research Council, Washington, DC).
  • 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
  • Aragão, F.T.S., et al., 2010. Semi-empirical, analytical, and computational predictions of dynamic modulus of asphalt concrete mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2181, 19–27.
  • Aragão, et al., 2011. Micromechanical model for heterogeneous asphalt concrete mixtures subjected to fracture failure. Journal of Materials in Civil Engineering, 23 (1), 30–38. 10.1061/(ASCE)MT.1943-5533.0000004
  • Barksdale, R.D., 1993. The aggregate handbook. Washington, DC: National Stone Association.
  • Bari, J. and Witczak, M.W., 2006. Development of a new revised version of the Witczak E predictive model for hot mix asphalt mixtures. Journal of the Association of Asphalt Paving Technologists, 75, 381–423.
  • Buttlar, W. and You, Z., 2001. Discrete element modeling of asphalt concrete: microfabric approach. Transportation Research Record: Journal of the Transportation Research Board, 1757, 111–118.
  • Chawla, N. and Chawla, K.K., 2006. Microstructure-based modeling of the deformation behavior of particle reinforced metal matrix composites. Journal of Materials Science, 41, 913–925. 10.1007/s10853-006-6572-1
  • Christensen, D.W., Jr., Pellinen, T., and Bonaquist, R.F., 2003. Hirsch model for estimating the modulus of asphalt concrete. Journal of the Association of Asphalt Paving Technologists, 72, 97–121.
  • Dai, Q., et al., 2005. Prediction of damage behaviors in asphalt materials using a micromechanical finite-element model and image analysis. Journal of Engineering Mechanics, 131 (7), 668–677. 10.1061/(ASCE)0733-9399(2005)131:7(668)
  • Dai, Q. and You, Z., 2007. Micromechanical finite element framework for predicting viscoelastic properties of asphalt mixtures. Materials and Structures, 41, 1025–1037.
  • Hashin, Z., 1962. The elastic moduli of heterogeneous materials. Journal of Applied Mechanics, 29, 143–150. 10.1115/1.3636446
  • Herbert, M.J. and Jones, C.B., 2001. Contour correspondence for serial section reconstruction: complex scenarios in paleontology. Computers & Geosciences, 27, 427–440.
  • 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
  • Kim, Y., et al., 2010. Damage modeling of bituminous mixtures considering mixture microstructure, viscoelasticity, and cohesive zone fracture. Canadian Journal of Civil Engineering, 37, 1125–1136. 10.1139/L10-043
  • Kim, H. and Buttlar, W.G., 2005. Micromechanical fracture modeling of hot-mix asphalt concrete based on a disk-shaped compact tension test. Electronic Journal of the Association of Asphalt Paving Technologists, 74E, 209–223.
  • Kim, Y.R., Haft-Javaherian, M., and Castro, L.S., 2014. Two-dimensional virtual microstructure generation of particle-reinforced composites. Journal of Computing in Civil Engineering, 04014112, 1–11.
  • Kim, Y.R., Lee, J., and Lutif, J., 2010. Geometrical evaluation and experimental verification to determine representative volume elements of heterogeneous asphalt mixtures. Journal of Testing and Evaluation, 38 (6), 660–666.
  • Kim, Y.R., Lutif, J.E.S., and Allen, D.H., 2009. Determining representative volume elements of asphalt concrete mixtures without damage. Transportation Research Record: Journal of the Transportation Research Board, 2127, 52–59.
  • Liu, Y. and You, Z., 2011. Discrete-element modeling: impacts of aggregate sphericity, orientation, and angularity on creep stiffness of idealized asphalt mixtures. Journal of Engineering Mechanics, 137 (4), 294–303. 10.1061/(ASCE)EM.1943-7889.0000228
  • Masad, E., et al., 1999. Internal structure characterization of asphalt concrete using image analysis. Journal of Computing in Civil Engineering, 13 (2), 88–95. 10.1061/(ASCE)0887-3801(1999)13:2(88)
  • 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
  • Masad, E., et al., 2002. Micromechanics-based analysis of stiffness anisotropy in asphalt mixtures. Journal of Materials in Civil Engineering, 14 (5), 374–383. 10.1061/(ASCE)0899-1561(2002)14:5(374)
  • Moss, V.A., Jenkinson, D.M., and Elder, H.Y., 1990. Automated image segmentation and serial section reconstruction in microscopy. Journal of Microscopy, 158 (2), 187–196. 10.1111/jmi.1990.158.issue-2
  • Papagiannakis, A.T., Abbas, A., and Masad, E., 2002. Micromechanical analysis of viscoelastic properties of asphalt concretes. Transportation Research Record: Journal of the Transportation Research Board, 1789, 113–120.
  • Rasband, W.S., 2012. ImageJ. Bethesda, MD: U.S. National Institutes of Health. Available from: http://imagej.nih.gov/ij/ [1997–2012].
  • Sadd, M. H., et al., 2003. Simulation of asphalt materials using a finite element micromechanical model with damage mechanics. Transportation Research Record: Journal of the Transportation Research Board, 1832, 86–95.
  • Schneider, C.A., Rasband, W.S., and Eliceiri, K.W., 2012. NIH Image to ImageJ: 25 years of image analysis. Nature Methods, 9 (7), 671–675. 10.1038/nmeth.2089
  • Soares, R.F., et al., 2014. A multi-scale computational mechanics model for predicting rutting in asphaltic pavement subjected to cyclic mechanical loading. Proceedings of the 93rd annual meeting of the Transportation Research Board. Washington, DC.
  • Soares, J.B., Freitas, F.A., and Allen, D.H., 2003. Crack modeling of asphaltic mixtures considering heterogeneity of the material. Transportation Research Record: Journal of the Transportation Research Board, 1832, 113–120.
  • Souza, L.T., 2009. Investigation of aggregate angularity effects on asphalt concrete mixture performance using experimental and virtual asphalt samples. Thesis (MSc). Lincoln, NE: University of Nebraska.
  • Stroeven, P., et al., 2006. Virtual reality studies of concrete. Forma, 21, 227–242.
  • Tashman, L., et al., 2004. Damage evolution in triaxial compression tests of HMA at high temperatures. Journal of the Association of Asphalt Paving Technologists, 73, 53–87.
  • Uchic, M.D., 2011. Serial sectioning methods for generating 3D characterization data of grain- and precipitate-scale microstructures. In: S. Ghosh and D. Dimiduk, eds. Computational Methods for Microstructure-Property Relationships Springer Science+Business Media, 31–52. Available from: http://www.springer.com/us/book/9781441906427 10.1007/978-1-4419-0643-4
  • Wang, L.B., Frost, J.D., and Shashidhar, N., 2001. Microstructure study of westrack mixes from X-ray tomography images. Transportation Research Record: Journal of the Transportation Research Board, 1767, 85–94.
  • Weissman, S.L., et al., 1999. Selection of laboratory test specimen dimension for permanent deformation of asphalt concrete pavements. Transportation Research Record: Journal of the Transportation Research Board, 1681, 113–120.
  • Wen, H. and Kim, Y. R., 2002. Simple performance test for fatigue cracking and validation with westrack mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1789, 66–72.
  • You, Z., Adhikari, S., and Dai, Q., 2008. Three-dimensional discrete element models for asphalt mixtures. Journal of Engineering Mechanics, ASCE, 134 (12), 1053–1063. 10.1061/(ASCE)0733-9399(2008)134:12(1053)
  • You, Z., Adhikari, S., and Emin Kutay, M.E., 2009. Dynamic modulus simulation of the asphalt concrete using the X-ray computed tomography images. Materials and Structures, 42 (5), 617–630. 10.1617/s11527-008-9408-4
  • You, Z. and Buttlar, W.G., 2005. Application of discrete element modeling techniques to predict the complex modulus of asphalt-aggregate hollow cylinders subjected to internal pressure. Transportation Research Record: Journal of the Transportation Research Board, 1929, 218–226.
  • You, Z. and Buttlar, W.G., 2004. Discrete element modeling to predict the modulus of asphalt concrete mixtures. Journal of Materials in Civil Engineering, ASCE, 16(2), 140–146.
  • You, Z. and Buttlar, W.G., 2006. Micromechanical modeling approach to predict compressive dynamic moduli of asphalt mixture using the distinct element method. Transportation Research Record: Journal of the Transportation Research Board, 1970, 73–83.
  • Zhang, P., 2003. Microstructure generation of asphalt concrete and lattice modeling of its cracking behavior under low temperature. Thesis (PhD). North Carolina State University.
  • Zhang, Y., Luo, R., and Lytton, R.L., 2011. Microstructure-based inherent anisotropy of asphalt mixtures. Journal of Materials in Civil Engineering, 23 (10), 1473–1482. 10.1061/(ASCE)MT.1943-5533.0000325

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