Asphalt concrete crack propagation parameters from XFEM modelling of the Texas Overlay Test

References

• Álvarez, A. E., Walubita, L. F., and Sanchez, F, 2012. Using fracture energy to characterize the hot mix asphalt cracking resistance based on the direct-tensile test. Revista facultad de ingeniería universidad de antioquia, 64, 126–137.
   Google Scholar
• Bartaula, D., et al., 2020. Simulation of fatigue crack growth using XFEM. In Pressure Vessels and Piping Conference (Vol. 83839, p. V003T03A046). American Society of Mechanical Engineers.
   Google Scholar
• Bashir, R., et al., 2020. Interaction of cyclic loading (Low-cyclic fatigue) with stress corrosion cracking (SCC) growth rate. Advances in materials science and engineering, 2020.
   Web of Science ®Google Scholar
• D’Angela, D., and Ercolino, M, 2018. Finite element analysis of fatigue response of nickel steel compact tension samples using ABAQUS. Procedia structural integrity, 13, 939–946.
   Google Scholar
• Dassault Systèmes, 2021. ABAQUS/Standard 2021 User's Manual. Providence, RI.
   Google Scholar
• Fan, X., et al., 2019. Characterization of asphalt mixture moduli under different stress states. Materials, 12 (3), 397.
   PubMed Web of Science ®Google Scholar
• Garcia, V. M., et al., 2017. Alternative methodology for assessing cracking resistance of hot mix asphalt mixtures with overlay tester. Road materials and pavement design, 18 (sup4), 388–404.
   Web of Science ®Google Scholar
• Giner, E., et al., 2017. Calculation of the critical energy release rate Gc of the cement line in cortical bone combining experimental tests and finite element models. Engineering fracture mechanics, 184, 168–182.
   Web of Science ®Google Scholar
• Gu, F., et al., 2015. Improved methodology to evaluate fracture properties of warm-mix asphalt using overlay test. Transportation research record, 2506 (1), 8–18.
   Google Scholar
• Gutierrez, A., 2016. Numerical simulation of the overlay tester. Thesis (PhD). Dept. of Civil Engineering, The University of Texas at El Paso.
   Google Scholar
• Hossain, M. I., et al., 2017. Extended finite element modeling of crack propagation in AC pavements due to thermal fatigue load. Airfield and highway pavements, 2017, 94–106.
   Google Scholar
• Hu, S., et al., 2008. SA-CrackPro: new finite element analysis tool for pavement crack propagation. Transportation research record, 2068 (1), 10–19.
   Google Scholar
• Irwin, G.R. 1958. Fracture. In: F. Flügge, ed. Encyclopedia of physics (handbuch der physic), Vol. VI, Berlin, Springer Verlag, 551–590.
   Google Scholar
• Jacobs, M. M. J., 1995. Crack growth in asphaltic mixes. Thesis (PhD). Delft University of Technology, Road and Railraod Research Laboratory, The Netherlands.
   Google Scholar
• Khanal, P. P., and Mamlouk, M. S, 1995. Tensile versus compressive moduli of asphalt concrete. Transportation Research Record, 1492, 144–150.
   Google Scholar
• Koohi, Y., et al., 2013. New methodology to find the healing and fracture properties of asphalt mixes using overlay tester. Journal of materials in civil engineering, 25 (10), 1386–1393.
   Web of Science ®Google Scholar
• Krueger, R, 2004. Virtual crack closure technique: history, approach, and applications. Applied mechanics review, 57 (2), 109–143.
   Google Scholar
• Ling, J., et al., 2018. Investigation the influences of geotextile on reducing the thermal reflective cracking using XFEM. International journal of pavement engineering, 19 (5), 391–398.
   Web of Science ®Google Scholar
• Ling, M., et al., 2019. Enhanced model for thermally induced transverse cracking of asphalt pavements. Construction and building materials, 206, 130–139.
   Web of Science ®Google Scholar
• London, T., De Bono, D., and Sun, X., 2015. An evaluation of the low cycle fatigue analysis procedure in ABAQUS for crack propagation: numerical benchmarks and experimental validation. In: SIMULIA UK Regional Users Meeting.
   Google Scholar
• 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.
   Google Scholar
• Lytton, R.L., Shanmugham, W., and Garrett, B.D., 1983. Design of Asphalt Pavements for Thermal Fatigue Cracking, Research Report No. FHWA/TX-83/06+284-4, Texas Transportation Institute, Texas A&M University, College Station.
   Google Scholar
• Mabrouk, G. M., et al., 2021. 3D-finite element pavement structural model for using with traffic speed deflectometers. International journal of pavement engineering [Online], 1–15. https://doi.org/10.1080/10298436.2021.1932880
   Web of Science ®Google Scholar
• Masad, A.E, Alrashydah and, E., and Papagiannakis, A.T., 2021. Preliminary Calibration and Validation of the Texas Mechanistic-Empirical Flexible Pavement Design, International Journal of Pavement Engineering, Taylor & Francis, May.
   Google Scholar
• Miramontes, A., 2015. Alternative fatigue cracking resistance assessment criteria of asphalt mixtures with overlay tester. El Paso: The University of Texas
   Google Scholar
• Miramontes, A., et al., 2017. Improved overlay tester for fatigue cracking resistance of asphalt mixtures (No. TxDOT 0-6815-1). University of Texas at El Paso. Center for Transportation Infrastructure Systems.
   Google Scholar
• Molenaar, A. A., 1983. Structural performance and design of flexible road constructions and AC overlays. Thesis (PhD). Technische Hogeschool Delft.
   Google Scholar
• Nyamuhokya, T. P., et al., 2016. Preliminary investigation of the relationship between HMA compressive and tensile dynamic modulus. Construction and building materials, 128, 461–470.
   Web of Science ®Google Scholar
• Paris, P. C., and Erdogan, F., 1963. A critical analysis of crack propagation laws, Transactions of the ASME, Journal of Basic Engineering, Series D, 85, No. 3.
   Google Scholar
• Ramos, E., et al., 2016. Explaining overlay tester results with digital image correlation and finite element analysis. In International Conference on Transportation and Development 2016 (pp. 884–894).
   Google Scholar
• Roque, R., Zhang, Z., and Sankar, B., 1999. Determination of crack growth rate parameters of asphalt mixtures using the superpave IDT. Journal of the association of asphalt paving technologists, 68, 404–433.
   Google Scholar
• Rybicki, E. F., and Kanninen, M. F, 1977. A finite element calculation of stress intensity factors by a modified crack closure integral. Engineering fracture mechanics, 9 (4), 931–938.
   Web of Science ®Google Scholar
• Schapery, R.A., 1973. A Theory of Crack Growth in Viscoelastic Media, ONR Contract No. N00014-68-A-0308-003, Technical Report 2, NMM 2764-73-1, Mechanics and Materials Research Center, Texas AandM University, College Station.
   Google Scholar
• Schapery, R. A, 1975. A theory of crack initiation and growth in viscoelastic media. International journal of fracture, 11 (1), 141–159.
   Web of Science ®Google Scholar
• Shivakumar, K.N., Tan, P.W., and Newman, J.C, 1988. A virtual crack-closure technique for calculating stress intensity factors for cracked three dimensional bodies. International journal of fracture, 36, R43–R50.
   Web of Science ®Google Scholar
• Stephens, R. I., Fatemi, A., Stephens, R. R., and Fuchs, H. O. (2000). Metal fatigue in engineering (2nd ed.). New Jersey: John Wiley and Sons
   Google Scholar
• Teimouri, F., M., Heidari-Rarani, and F., H. Aboutalebi, 2021. An XFEM-VCCT coupled approach for modeling mode I fatigue delamination in composite laminates under high cycle loading. Engineering fracture mechanics, 24. https://doi.org/10.1016/j.engfracmech.2021.107760
   Google Scholar
• Texas Dept. of Transportation, 2021. TEX-248-F. Overlay Test, Construction Division, Texas Department of Transportation.
   Google Scholar
• Vikram, N., and Kumar, R, 2013. Review on fatigue-crack growth and finite element method. International journal of scientific engineering research, 4 (4), 833–843.
   Google Scholar
• Walubita, L. F., et al., 2006. Computation of pseudo strain energy and Paris’ power law fracture coefficients from surface energy and uniaxial strain-controlled tension test data. International journal of pavement engineering, 7 (3), 167–178.
   Google Scholar
• Walubita, L. F., et al., 2013. The overlay tester (OT): using the fracture energy index concept to analyze the OT monotonic loading test data. Construction and building materials, 40, 802–811.
   Web of Science ®Google Scholar
• Wang, X., et al., 2019. Investigation of thermal reflective cracking in asphalt pavement using XFEM coupled with DFLUX subroutine and FILM subroutine. Arabian journal for science and engineering, 44 (5), 4795–4805.
   Web of Science ®Google Scholar
• Xie, D. and Biggers, S. B., 2006. Progressive crack growth analysis using interface element based on the virtual crack closure technique. Finite elements in analysis and design, 42 (11), 977–984. https://doi.org/10.1016/j.finel.2006.03.007
   Web of Science ®Google Scholar
• Zhou, F., et al., 2009. Mechanistic-empirical asphalt overlay thickness design and analysis system (No. FHWA/TX-09/0-5123-3). Texas Transportation Institute.
   Google Scholar
• Zhou, F., Fernando, E., and Scullion, T., 2008. A Review of Performance Models and Test Procedures with Recommendations for Use in the Texas M-E Design Program (No. FHWA/TX-8/0-5798-1). Texas Transportation Institute, Texas A and M University System.
   Google Scholar