Application of a material fatigue damage model in 4PB tests

References

• Bańkowski, W. and Bańkowski, D. , 2008. Comparison of the conventional and energetic fatigue failure criterion for bituminous mixes. Proceedings of the ISAP Symposium . Zurich.
   Google Scholar
• Bell, H.P. , et al. , 2012. Evaluation of remaining fatigue life model for hot-mix asphalt airfield pavements. International Journal of Pavement Engineering , 13 (4), 281–296. 10.1080/10298436.2011.566925.
   Web of Science ®Google Scholar
• Di Benedetto, H. , et al. , 2004. Fatigue of bituminous mixtures. Materials and Structures , 37 (3), 202–216.10.1007/BF02481620
   Google Scholar
• van Dijk, W. and Visser, P. , 1977. The energy approach to fatigue for pavement design. Proceedings of the technical sessions of the association of asphalt paving technologists . San Antonio, TX: USA.
   Google Scholar
• Dondi, G. , et al. , 2013. Traditional and dissipated energy approaches to compare the 2PB and 4PB flexural methodologies on a warm mix asphalt. Construction and Building Materials , 47, 833–839. ISSN . 10.1016/j.conbuildmat.2013.05.091.
   Web of Science ®Google Scholar
• EN-12697-24 , 2007. Bituminous mixtures-test methods for hot mix asphalt-part 24: Resistance to Fatigue.
   Google Scholar
• Hopman, P.C. , Kunst, P. , and Pronk, A.C. , 1989. A renewed interpretation method for fatigue measurements – Verification of Miner’s rule. Proceedings of the 4th Eurobitume Symposium . Madrid: RILEM, vol.1, pp.557–561.
   Google Scholar
• Kim, Y.R. , ed., 2009. Modeling of asphalt concrete . New York: McGraw-Hill, ASCE Press.
   Google Scholar
• Li, N. , 2013. Asphalt mixture fatigue testing-influence of test type and specimen size . Thesis (PhD). Delft: Delft University.
   Google Scholar
• Li, N. , et al. , 2013. Comparison of uniaxial and four-point bending fatigue tests for asphalt mixture. Journal of the Transportation Research Records , 2373.
   Google Scholar
• Mangiafico, S. , et al. , 2015. Quantification of biasing effects during fatigue tests on asphalt mixes: non-linearity, self-heating and thixotropy. Road Materials and Pavement Design , 10, 44–53.
   Google Scholar
• Pronk, A.C. , 1996a. Temperature increase in an asphalt beam during fatigue - theory and practice. Proceedings of the road research workshop . Ede: CROW.
   Google Scholar
• Pronk, A.C. , 1996b. Analytical description of the heat transfer in an asphalt beam – tested in the 4 point dynamic bending apparatus . Delft: DWW, W-DWW-96-006.
   Google Scholar
• Pronk A.C. , 1997a. Fatigue lives of asphalt beams in 2 and 4 point dynamic bending tests based on a ‘new’ fatigue life definition using the dissipated energy concept. Controlled displacement mode – DWW
   Google Scholar
• Pronk, A.C. , 1997b. Comparison of 2 and 4 point fatigue tests and healing in 4 point dynamic bending tests based on the dissipated energy concept. In: Proceedings of the 8th International Symposium on Asphalt Pavements . Seattle, WA: University of Seattle.
   Google Scholar
• Pronk, A.C. , 1998. Fatigue lives of asphalt beams in 2 and 4 point bending tests based on a ‘new’ fatigue life definition using the ‘dissipated energy concept’; Phase II: DAB 0/8; Controlled Displacement Mode – raport W-DWW-98-001. Delft
   Google Scholar
• Pronk, A.C. , 2012. Description of a procedure for using the Modified Partial Healing model (MPH) in 4PB test in order to determine material parameters. Proceedings of the 3rd 4PB workshop . Davis, CA.
   Google Scholar
• Pronk, A . and Cocurullo, A. , 2009. Investigation of the PH model as a prediction tool in fatigue bending tests with rest periods. Proceedings of the 7th International RILEM symposium on advanced testing and characterization of bituminous materials . Rhodes.
   Google Scholar
• Pronk, A.C. and Molenaar, J.M.M. , 1999. Harmonization of 2 and 4 point dynamic bending tests based on a “new” fatigue life definition. Proceedings of the conference on asphalt pavements for Southern Africa (CAPSA). Victoria Falls.
   Google Scholar
• Pronk, A. and Molenaar, A.A.A. , 2010. The modified partial healing model used as a prediction tool for the complex stiffness modulus evolutions in four point bending fatigue tests based on the evolutions in uni-axial push-pull tests. Proceedings of the 9th International Symposium on Asphalt Pavements (ISAP) . Japan.
   Google Scholar
• Rowe, G.M. and Bouldin, M.G. , 2000. Improved techniques to evaluate the fatigue resistance of asphalt mixtures. Proceedings of Euroasphalt & Eurobitume Congress . Barcelona.
   Google Scholar
• Sybilski, D. , et al. , 2009. Binder fatigue properties and the results of the RILEM round robin test. Proceedings of the 7th International RILEM symposium on advanced testing and characterization of bituminous materials . Rhodes.
   Google Scholar
• Weaver, G. , 1983. Engineering with ceramics part 1. The Weibull model Version II . USA: Pennsylvania University.
   Google Scholar
• Yoo, P.J. and Al-Qadi, I.L. , 2010. A strain-controlled hot-mix asphalt fatigue model considering low and high cycles. International Journal of Pavement Engineering , 11 (6), 565–574. 10.1080/10298436.2010.488738.
   Web of Science ®Google Scholar