Technical Papers
May 31, 2020

Modeling of Asphalt Concrete Fracture Tests with the Discrete-Element Method

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 8

Abstract

In this work, the discrete-element method was used to simulate crack propagation in asphalt concrete in two types of laboratory tests: the disk-shaped compact (DCT) test and the single-edge-notched beam (SEB) test with the three-point bending technique. The heterogeneous models were numerically simulated using the clump technique to represent the shapes of the aggregate, the particle size distribution, and the air voids in the asphalt concrete mixture. The overall mechanical behavior and the fracture propagation were simulated by the cohesive zone model, in the potential fracture area, and the viscoelastic Burger’s model, in the remaining region of the samples. To obtain the values of the micro parameters required for the discrete-element model, a trial and error process was carried out comparing the mechanical behavior observed when considering the macro parameters of the asphalt concrete determined in laboratory tests. The numerical and experimental results are in good general agreement.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The codes generated in Fish code from the fracture test simulations, the disk-shaped compact test, and the single-edge-notched beam test are available.

Acknowledgments

This study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior—Brasil (CAPES)—Finance Code 001. The authors also thank Fabio Hirsch and Laura Motta from Federal University of Rio de Janeiro for providing the laboratory data used in this research.

References

Abbas, A., E. Masad, and T. Papagiannakis. 2007. “Micromechanical modeling of the viscoelastic behavior of asphalt mixtures using the discrete element method.” J. Geomech. 7 (2): 131–139. https://doi.org/10.1061/(ASCE)1532-3641(2007)7:2(131).
ASTM. 2007. Standard test method for determining fracture energy of asphalt-aggregate mixtures using the disk-shaped compact tension geometry. ASTM D7313. West Conshohocken, PA: ASTM.
Barenblatt, G. 1962. “The mathematical theory of equilibrium cracks in brittle fracture.” Adv. Appl. Mech. 7 (1): 55–129. https://doi.org/10.1016/S0065-2156(08)70121-2.
Chen, J., L. Wang, and X. Huang. 2012. “Micromechanical modeling of asphalt concrete fracture using a user-defined three-dimensional discrete element method.” J. Cent. South Univ. 19 (12): 3595–3602. https://doi.org/10.1007/s11771-012-1447-x.
Cundall, P. A. 1971. “A computer model for simulating progressive large-scale movements in blocky rock systems.” Int. Soc. Rock Mech. 2: 129–136.
Cundall, P. A., and O. D. L. Strack. 1979. “A discrete numerical model for granular assemblies.” Géotechnique 29 (1): 47–65. https://doi.org/10.1680/geot.1979.29.1.47.
Dugdale, D. 1960. “Yielding of steel sheets containing slits.” J. Mech. Phys. Solids 8 (2): 100–104. https://doi.org/10.1016/0022-5096(60)90013-2.
Eckwright, F., S. J. Jung, and A. M. Abu Abdo. 2014. “Utilizing a particle flow code in 2-dimensional discrete element method of fracture resistance evaluation of HMA and brittle rock.” Asian J. Civ. Eng. 15 (1): 9–21.
Gao, H., X. Yang, and C. Zhang. 2015. “Experimental and numerically analysis of three bending fracture of pre-notched asphalt mixture beam.” Constr. Build. Mater. 90 (Aug): 1–10. https://doi.org/10.1016/j.conbuildmat.2015.04.047.
Hirsch, F. 2009. “Determination of the fracture properties of asphalt mixtures through tensile test in circular disk with crack.” [In Portuguese.] M.Sc. thesis, Dept. of Civil Engineering, Federal Univ. of Rio de Janeiro.
Itasca. 2015. Particle flow code in two dimensions PFC2D: Theory and background. Minneapolis: Itasca Consulting Group.
Kim, H., and W. G. Buttlar. 2005. “Micromechanical fracture modeling of asphalt mixture using discrete element method.” In Proc., GeoFrontier: Advances in Pavement Engineering, 1–15. Reston, VA: ASCE.
Kim, H., M. P. Wagoner, and W. G. Buttlar. 2008. “Simulation of fracture behavior in asphalt concrete using a heterogeneous cohesive zone discrete element model.” J. Mater. Civ. Eng. 20 (8): 552–563. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:8(552).
Kim, H., M. P. Wagoner, and W. G. Buttlar. 2009. “Micromechanical fracture modeling of asphalt concrete using a single-edge notched beam test.” Mater. Struct. 42 (5): 677–689. https://doi.org/10.1617/s11527-008-9412-8.
Liu, Y., Q. Dai, and Z. You. 2009. “Viscoelastic model for discrete element simulation of asphalt mixtures.” J. Eng. Mech. 135 (4): 324–333. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:4(324).
Marasteanu, M. O., X. Li, T. R. Clyne, V. R. Voller, D. H. Timm, and D. E. Newcomb. 2004. Low temperature cracking of asphalt concrete pavements. Minneapolis: Center for Transportation Studies, Univ. of Minnesota.
Song, S. H., G. H. Paulino, and W. G. Buttlar. 2006. “A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material.” Eng. Fract. Mech. 73 (18): 2829–2848. https://doi.org/10.1016/j.engfracmech.2006.04.030.
Sun, L., J. Ren, and S. Zhang. 2018. “Fracture characteristics of asphalt concrete in mixed-loading mode at low-temperature based on discrete-element method.” J. Mater. Civ. Eng. 30 (12): 04018321. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002529.
Wagoner, M. P. 2006. “Fracture testes for bituminous-aggregate mixtures: Laboratory and filed investigations.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign.
Wagoner, M. P., W. G. Buttlar, and G. H. Paulino. 2005a. “Development of a single-edge notched beam test for asphalt concrete mixtures.” J. Test. Eval. 33 (6): 452–460. https://doi.org/10.1520/JTE12579.
Wagoner, M. P., W. G. Buttlar, and G. H. Paulino. 2005b. “Disk-shaped compact tension test for asphalt concrete fracture.” Soc. Exp. Mech. 45 (3): 270–277. https://doi.org/10.1007/BF02427951.
Walubita, L. F., A. N. M. Faruk, A. E. Alvarez, R. Izzo, B. Haggerty, and T. Scullion. 2013. Laboratory HMA cracking testing: Evaluation of three repeated loading crack tests. Washington, DC: Transportation Research Board.
Yang, S. F., X. H. Yang, A. Y. Yin, and W. Jiang. 2012. “Three-dimensional numerical evaluation of influence factors of mechanical properties of asphalt mixture.” J. Mech. 28 (3): 569–578. https://doi.org/10.1017/jmech.2012.65.
Yin, A. Y., X. H. Yang, S. F. Yang, and W. Jiang. 2011. “Multiscale fracture simulation of three-point bending asphalt mixture beam considering material heterogeneity.” Eng. Fract. Mech. 78 (12): 2414–2428. https://doi.org/10.1016/j.engfracmech.2011.06.001.
Zelelew, H. M. 2008. “Simulation of the permanent deformation of asphalt concrete mixtures using discrete element method.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Washington State Univ.
Zeng, G. W., X. H. Yang, A. Y. Yin, and F. Bai. 2014. “Simulation of damage evolution and crack propagation in three-point bending pre-cracked asphalt mixture beam.” Constr. Build. Mater. 55 (31): 323–332. https://doi.org/10.1016/j.conbuildmat.2014.01.058.

Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 8August 2020

History

Received: May 3, 2019
Accepted: Feb 11, 2020
Published online: May 31, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 31, 2020

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Authors

Affiliations

Research Assistant, Dept. of Civil and Environmental Engineering, Pontifical Catholic University of Rio de Janeiro, Rio de Janeiro 22451-900, Brazil (corresponding author). ORCID: https://orcid.org/0000-0001-5396-9534. Email: [email protected]; [email protected]
Nilthson Noreña [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rio de Janeiro 22451-900, Brazil. Email: [email protected]; [email protected]
Carlos Meza [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Pontifical Catholic University of Rio de Janeiro, Rio de Janeiro 22451-900, Brazil. Email: [email protected]; [email protected]
Celso Romanel, M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Pontifical Catholic University of Rio de Janeiro, Rio de Janeiro 22451-900, Brazil. Email: [email protected]

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