Modeling Viscoelastic Crack Growth in Hot-Mix Asphalt Concrete Mixtures Using a Disk-Shaped Compact Tension Test
Publication: Journal of Engineering Mechanics
Volume 137, Issue 6
Abstract
The growth of viscoelastic cracks in hot-mix asphalt (HMA) concrete mixtures was simulated by using a disk-shaped compaction test. Modeling techniques, including the interconversion and continuous spectrum methods, the harmony search algorithm, and the state-variable approach, substantially enhanced the computational efficiency of the generalized J-integral. The generalized J-integral was used for determining the viscoelastic crack growth parameter on the basis of the fracture mechanics under cyclic loading conditions. This paper shows that the parameter can be used for simulating the viscoelastic crack growth in HMA concrete mixtures even under conditions of different loading magnitudes and frequencies.
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References
Anderson, T. L. (2005). Fracture mechanics: Fundamental and application, 3rd Ed., CRC, Boca Raton, FL.
Bažant, Z. P., and Xi, Y. (1995). “Continuous retardation spectrum for solidification theory of concrete creep.” J. Eng. Mech., 121, 281–288.
Biot, M. A. (1954). “Theory of stress-strain relations in anisotropic viscoelasticity and relaxation phenomena.” J. Appl. Phys., 25, 1385–1391.
Jenq, Y.-S., Liaw, C.-J., and Liu, P. (1993). “Analysis of crack resistance of asphalt concrete overlays—A fracture mechanics approach.” Transportation Research Record 1388, Transportation Research Board, Washington, DC.
Khattak, M. J., and Kyatham, V. (2008). “Viscoelastic behavior of hydrated lime-modified asphalt matrix and hot-mix asphalt under moisture damage conditions.” Transportation Research Record 2057, Transportation Research Board, Washington, DC.
Kim, Y. R., Daniel, J. S., and Wen, H. (2002). “Fatigue performance evaluation of Westrack asphalt mixtures using viscoelastic continuum damage approach.” Rep. No. FHWA/NC/2002-004, North Carolina Dept. of Transportation.
Kim, Y. R., Seo, Y., King, M., and Momen, M. (2004). “Dynamic modulus testing of asphalt concrete in indirect tension mode.” Transportation Research Record 1891, Transportation Research Board, Washington, DC.
Lacroix, A., Khandan, A. A. M., and Kim, Y. R. (2007). “Predicting the resilient modulus of asphalt concrete from the dynamic modulus.” Transportation Research Record 2001, Transportation Research Board, Washington, DC.
Lee, K. S., and Geem, Z. W. (2005). “A new meta-heuristic algorithm for continuous engineering optimization: Harmony search theory and practice.” Comput. Methods Appl. Mech. Eng., 194, 3902–3933.
Mun, S., Chehab, G. R., and Kim, Y. R. (2007). “Determination of time-domain viscoelastic functions using optimized interconversion techniques.” Road Mater. Pavement Des., 8, 351–365.
Mun, S., and Geem, Z.-W. (2009). “Determination of viscoelastic and damage properties of hot mix asphalt concrete using a harmony search algorithm.” Mech. Mater., 41, 339–353.
Mun, S., Guddati, M. N., and Kim, Y. R. (2004). “Fatigue cracking mechanisms in asphalt pavements with viscoelastic continuum damage finite-element program.” Transportation Research Record 1896, Transportation Research Board, Washington, DC.
Mun, S., and Zi, G. (2009). “Modeling the viscoelastic function of asphalt concrete using a spectrum method.” Mech. Time-Depend. Mater., 14(2), 191–202.
Myers, L. A., Roque, R., and Birgisson, B. (2001). “Propagation mechanisms for surface-initiated longitudinal wheel path cracks.” Transportation Research Record 1778, Transportation Research Board, Washington, DC.
Park, S. W., and Kim, Y. R. (2001). “Fitting Prony-series viscoelastic models with power-law presmooting.” J. Mater. Civ. Eng., 13, 26–32.
Schapery, R. A. (1984). “Correspondence principles and a generalized J-integral for large deformation and fracture analysis of viscoelastic media.” Int. J. Fract., 25, 195–223.
Schapery, R. A., and Park, S. W. (1999). “Methods of interconversion between linear viscoelastic material functions. Part II: An approximate analytical method.” Int. J. Solids Struct., 36, 1677–1699.
Song, S. H. (2006). “Fracture of asphalt concrete: A cohesive zone modeling approach considering viscoelastic effects.” Ph.D. thesis, Univ. of Illinois, Urbana-Champaign, IL.
Underwood, S., Heidari, A. H., Guddati, M., and Kim, Y. R. (2005). “Experimental investigation of anisotropy in asphalt concrete.” Transportation Research Record 1929, Transportation Research Board, Washington, DC.
Wagoner, M. P., Buttlar, W. G., and Paulino, G. H. (2005). “Disk-shaped compact tension test for asphalt concrete fracture.” Exp. Mech., 45(3), 270–277.
Widder, D. V. (1971). An introduction to transformation theory, Academic, New York.
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© 2011 American Society of Civil Engineers.
History
Received: Mar 25, 2010
Accepted: Dec 14, 2010
Published online: Dec 16, 2010
Published in print: Jun 1, 2011
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