Quantitative Comparison of Energy Methods to Characterize Fatigue in Asphalt Materials
Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 2
Abstract
Different methods have been developed to assess fatigue cracking of asphalt mixtures based on dissipated energy. Most of these methods have been motivated by the need to develop a unified fatigue criterion that is independent of the mode of loading. This paper offers critical analyses of the energy methods based on their theoretical ability to: (1) unify the results from controlled-strain and controlled-stress modes of testing for the same material; and (2) accurately assess the fatigue cracking life of different materials. The efficacy of these methods is quantitatively compared using a common set of fatigue test data. The fatigue test data were obtained using the dynamic mechanical testing of three different mixtures that have been shown to exhibit different fatigue cracking resistance in the field.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writers gratefully acknowledge the support of the Federal Highway Administration.
References
Bolotin, V. V. (1999). Mechanics of fatigue, CRC Mechanical Engineering Series, F. A. Kulachi, ed., University of Minnesota Press, Minneapolis.
Carpenter, S. H., and Shen, S. (2006). “A dissipated energy approach to study HMA healing in fatigue.” Proc., 85th Annual Transportation Research Board Meeting, Transportation Research Board of the National Academies, Washington, D.C.
Castelo Branco, V. T. F., Masad, E., Bhasin, A., and Little, D. N. (2008). “Fatigue analysis of asphalt mixtures independent of mode of loading.” Proc., 87th Annual Transportation Research Board Meeting, Transportation Research Board of the National Academies, Washington, D.C.
Daniel, J., and Kim, Y. R. (2002). “Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model.” Asph. Paving Technol., 71, 619–650.
Ghuzlan, K. A., and Carpenter, S. H. (2000). “Energy-derived, damage-based failure criterion for fatigue testing.” Transportation Research Record. 1723, Transportation Research Board, Washington, D.C., 141–149.
Kim, Y. R., Lee, H. Y., and Little, D. N. (1997). “Fatigue characterization of asphalt concrete using viscoelasticity and continuum damage theory.” Asph. Paving Technol., 66, 520–569.
Kim, Y. R., Little, D. N., and Lytton, R. L. (2002). “Use of dynamic mechanical analysis (DMA) to evaluate the fatigue and healing potential of asphalt binders in sand asphalt mixtures.” Asph. Paving Technol., 71, 176–206.
Kim, Y. R., Little, D. N., and Lytton, R. L. (2003). “Fatigue and Healing Characterization of Asphalt Mixtures.” J. Mater. Civ. Eng., 15(1), 75–83.
Lytton, R. L., Uzan, J., Fernando, E. G., Roque, R., Hiltmen, D., and Stoffels, S. (1993). “Development and validation of performance prediction models and specifications for asphalt binders and paving mixtures.” SHRP Rep. No. A-357, Strategic Highway Research Program, National Research Council, Washington, D.C.
Masad, E., Castelo Branco, V. T. F., Little, D. N., and Lytton, R. L. (2008). “A unified method for the analysis of controlled-strain and controlled-stress fatigue testing.” Int. J. Pavement Eng., in press.
Masad, E., Zollinger, C., Bulut, R., Little, D., and Lytton, R. (2006). “Characterization of HMA moisture damage using surface energy and fracture properties.” Electron. J. Assoc. Asph. Paving Technol., 75, 713–754.
Pronk, A. C., and Hopman, P. C. (1990). “Energy dissipation: The leading factor of fatigue.” Proc., Conf. of the United States Strategic Highway Research Program: In Highway Research: Sharing the Benefits, Thomas Telford, London, 255–267.
Reese, R. (1997). “Properties of aged asphalt binder related to asphalt concrete life.” Asph. Paving Technol., 66, 604–632.
Schapery, R. A. (1984). “Correspondence principles and generalized J-integral for large deformation and fracture analysis of viscoelastic media.” Int. J. Fract., 25, 194–223.
Shen, S., and Carpenter, S. H. (2005). “Application of dissipated energy concept in fatigue endurance limit testing.” Proc., 84th Annual Transportation Research Board Meeting, Transportation Research Board of the National Academies, Washington, D.C.
Si, Z., Little, D. N., and Lytton, R. L. (2002). “Characterization of microdamage and healing of asphalt concrete mixtures.” J. Mater. Civ. Eng., 14(6), 461–470.
Tangella, R., Craus, S. C. S., Deacon, J. A., and Monismith, C. L. (1990). “Summary report on fatigue response of asphalt mixtures.” Rep. to Strategic Highway Research Program, Washington, D.C.
Van Dijk, W. (1975). “Practical fatigue characterization of bituminous mixes.” Asph. Paving Technol., 44, 38–74.
Van Dijk, W., Moreaud, H., Quedeville, A., and Ugé, P. (1972). “The fatigue of bitumen and bituminous mixes.” Proc., 3rd Int. Conf. on the Structural Design of Asphalt Pavements, Vol. 1, London, 354–366.
Van Dijk, W., and Visser, W. (1977). “The energy approach to fatigue for pavement design.” Asph. Paving Technol., 46, 1–40.
Zollinger, C. J. (2005). “Application of surface energy measurements to evaluate moisture susceptibility of asphalt and aggregates.” MS thesis, Texas A&M Univ., College Station, Tex.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Apr 3, 2008
Accepted: Jul 29, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.