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Research Article

Analysis of reflective cracking in asphalt overlaid jointed concrete airfield pavements using a 3D generalized finite element approach

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Article: 2346291 | Received 11 Aug 2023, Accepted 12 Apr 2024, Published online: 20 May 2024

References

  • Al-Qadi I.L., Elseifi M., and Leonard D., 2003. Development of an overlay design model for reflective cracking with and without steel reinforcing nettings. Asphalt Paving Technology. Lexington, KY, 388–423.
  • Annavarapu C., Hautefeuille M., and Dolbow J.E., 2012. A robust nitsche's formulation for interface problems. Computer Methods in Applied Mechanics and Engineering, 225, 44–54.
  • Armando Duarte C., Kim D.J., and Babuška I., 2007. A global-local approach for the construction of enrichment functions for the generalized fem and its application to three-dimensional cracks . Advances in meshfree techniques. Lisbon, Portugal. Springer, 1–26.
  • Baek J., and Al-Qadi I.L., 2008. Finite element modeling of reflective cracking under moving vehicular loading: investigation of the mechanism of reflective cracking in hot-mix asphalt overlays reinforced with interlayer systems.Airfield and highway pavements: efficient pavements supporting transportation's future. Bellevue, WA. American Society of Civil Engineers, 74–85.
  • Belytschko T., and Black T., 1999. Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering, 45 (5), 601–620.
  • Bozkurt D., and Buttlar W.G., 2002. Three-dimensional finite element modeling to evaluate benefits of interlayer stress absorbing composite for reflective crack mitigation. In: The 2002 federal aviation administration airport technology transfer conference.
  • Dowling N., and Begley J., 1976. Fatigue crack growth during gross plasticity and the j-integral.
  • Duarte C.A., et al., 2001. A generalized finite element method for the simulation of three-Dimensional dynamic crack propagation. Computer Methods in Applied Mechanics and Engineering, 190 (15–17), 2227–2262.
  • Duarte C.A., Babuska I., and Oden J.T., 2000. Generalized finite element methods for three dimensional structural mechanics problems. Computer & Structures, 77, 215–232.
  • Duarte C., and Kim D., 2008. Analysis and application of a generalized finite element method with global-Local enrichment functions. Computer Methods in Applied Mechanics and Engineering, 197 (6–8), 487–504.
  • Evangelista F., Roesler J.R., and Duarte C.A., 2012. Prediction of potential cracking failure modes in three-Dimensional airfield rigid pavements with existing cracks and flaws. Transportation Research Record, 2266, 11–19.
  • Evangelista F., Roesler J.R., and Duarte C.A., 2013. Two-Scale approach to predict multi-Site cracking potential in 3D structures using the generalized finite element method. International Journal of Solids and Structures, 50 (13), 1991–2002.
  • FAA, 2016. Airport pavement design and evaluation, AC 150/5320-6G. Federal Aviation Administration.
  • Garzon J., 2013. Three-dimensional numerical analysis of reflective cracks in airfield pavements. Thesis (PhD). University of Illinois at Urban-Champaign, Urbana, IL.
  • Garzon J., et al., 2013. Two-Scale 3D analysis of reflective cracks in airfield pavements. International Journal of Computational Methods, 10 (6), 1–30.
  • Garzon J., et al., 2023. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic-Viscoelastic correspondence principle. Theoretical and Applied Fracture Mechanics, 124, 103759.
  • Gu F., et al., 2015a. Using overlay test to evaluate fracture properties of field-Aged asphalt concrete. Construction and Building Materials, 101, 1059–1068. http://dx.doi.org/10.1016/j.conbuildmat.2015.10.159.
  • Gu F., et al., 2015b. Improved methodology to evaluate fracture properties of warm-mix asphalt using overlay test. Transportation Research Record, 2506 (1), 8–18.
  • Hu S., et al., 2008. SA-CrackPro: new finite element analysis tool for pavement crack propagation. Transportation Research Record, 2068, 10–19.
  • Jennewein D.M., et al., 2023. The Sol supercomputer at Arizona State University. In: Practice and experience in advanced research computing, PEARC '23, Jul, New York, NY, USA: Association for Computing Machinery, 296–301.
  • Kim H., and Buttlar W.G., 2009. Finite element cohesive fracture modeling of airport pavements at low temperatures. Cold Regions Science and Technology, 57 (2–3), 123–130. http://dx.doi.org/10.1016/j.coldregions.2009.02.004.
  • Kim D.J., Pereira J., and Duarte C., 2010. Analysis of three-dimensional fracture mechanics problems: A two-scale approach using coarse-generalized fem meshes. International Journal for Numerical Methods in Engineering, 81 (3), 335–365.
  • Kuai H., et al., 2009. Application of generalized J-Integral to crack propagation modeling of asphalt concrete under repeated loading. Transportation Research Record, 2127 (1), 72–81.
  • Luo R., and Chen H., 2019. An improved method of characterizing fracture resistance of asphalt mixtures using modified paris' law: part ii–establishment of index for fracture resistance. Mechanics of Materials, 138, 103168.
  • Luo X., Luo R., and Lytton R.L., 2013. Modified paris's law to predict entire crack growth in asphalt mixtures. Transportation Research Record, 2373 (1), 54–62.
  • Lytton R.L., et al., 2010. Models for predicting reflection cracking of hot-mix asphalt overlays. Washington, DC: The National Academies Press.
  • Lytton R., et al., 2018. A mechanistic-empirical model for top-down cracking of asphalt pavement layers. Washington, DC: The National Academies Press.
  • Nitsche J., 1971. Über ein variationsprinzip zur lösung von dirichlet-problemen bei verwendung von teilräumen, die keinen randbedingungen unterworfen sind.Abhandlungen aus dem mathematischen Seminar der Universität Hamburg. Berlin/Heidelberg, Germany Springer, vol. 36, 9–15.
  • Oden J., Duarte C., and Zienkiewicz O., 1998. A new cloud-based h-p finite element method. Computer Methods in Applied Mechanics and Engineering, 153, 177–126.
  • Ozer H., 2011. Development of domain integral and generalized finite element method for three-dimensional analysis of near surface cracking in flexible pavements. Thesis (PhD). University of Illinois at Urbana-Champaign, Urbana, IL.
  • Ozer H., Al-Qadi I., and Duarte C., 2011. Effects of nonuniform and three-dimensional contact stresses on near-surface cracking. Transportation Research Record, 2210, 97–105.
  • Rezaei Tarahomi A., 2019. Efficient response models for rigid airfield pavement systems design. Thesis (PhD). Iowa State University, Ames, IA.
  • Sanchez-Rivadeneira A., et al., 2020. A stable generalized/eXtended p-Hierarchical FEM for three-Dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 364, 112970. https://www.sciencedirect.com/science/article/pii/S0045782520301535.
  • Schapery R.A., 1975. A theory of crack initiation and growth in viscoelastic media. International Journal of Fracture, 11 (1), 141–159.
  • Seo Y., et al., 2004. A study of crack-tip deformation and crack growth in asphalt concrete using fracture mechanics. Asphalt Paving Technology, AAPT, 73, 697–730.
  • Smith M., 2009. ABAQUS/Standard user's manual, version 6.9. Dassault Systèmes Simulia Corp.
  • Tuleubekov K., 2022. Reflective Crack Propagation Model–Part 2: Mode II. Federal Aviation Administration.
  • Wang H., et al., 2013. Three-dimensional finite element modeling of instrumented airport runway pavement responses. Transportation Research Record, 2367 (1), 76–83.
  • Wang X., and Zhong Y., 2019. Reflective crack in semi-rigid base asphalt pavement under temperature-Traffic coupled dynamics using XFEM. Construction and Building Materials, 214, 280–289. https://doi.org/10.1016/j.conbuildmat.2019.04.125.
  • Wu R., et al., 2005. Finite element analyses of reflective cracking in asphalt concrete overlays. Thesis (PhD). University of California at Berkeley, Berkeley, CA.
  • Yin H., et al., 2016. Development of full-scale reflective cracking test at the FAA national airport pavement test facility. Federal Aviation Administration. https://www.airporttech.tc.faa.gov/Portals/0/Images/ReflectiveCracking/Phase%20V/Reflective%20Cracking%20Phase%20V%20Test%20Report.docx?ver=2017-11-08-131535-073.
  • Yin H., et al., 2017. Reflective Cracking Phase V Comprehensive Report. Federal Aviation Administration.

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