Technical Papers
Sep 18, 2012

Characterization of Linear Viscoelastic Behavior of Asphalt Concrete Using Complex Modulus Model

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 10

Abstract

A new approach for the characterization of linear viscoelastic (LVE) behavior of asphalt concrete is presented in this study. The proposed approach uses the associated function of the original Havriliak-Negami (HN) formulation to model the complex modulus of the material. The model coefficients are determined in two steps. First, the coefficients associated with the complex plane representation of complex modulus are solved in the Cole-Cole domain. Second, the coefficients related to the time-temperature shifting are determined. The results show that the approach can accurately characterize the LVE properties of asphalt concrete contained in the entire data set for the complex modulus. The approach overcomes several shortcomings in the conventional method of constructing a viscoelastic function master curve by fitting a sigmoidal function to test results. Each model coefficient in the proposed approach has a clear physical meaning in interpreting the LVE behavior of asphalt concrete; the same values of model coefficients can be used to construct the master curves of storage modulus, loss modulus, dynamic modulus, and phase angle. Also, the Kronig-Kramers relations are automatically satisfied because the mathematical forms of various viscoelastic functions are theoretically derived from the same complex modulus model, and thus, the results are in compliance with LVE theory. The proposed approach provides a unified and consistent way to characterize the LVE properties of asphalt concrete.

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Acknowledgments

This research was sponsored by Specialized Research Fund for the Doctoral Program of Higher Education (#20100041120005), Inner Mongolia Transportation Research Project (NJ-2009-11), Liaoning Transportation Research Project (201309) and the Fundamental Research Funds for the Central Universities (DUT13LK). The supports are gratefully acknowledged.

References

AASHTO. (2007). “Standard method of test for determining dynamic modulus of hot-mix asphalt (HMA).”, Washington, DC.
Anderson, D., Christensen, D., and Bahia, H. (1991). “Physical properties of asphalt cement and the development of performance related specifications.” J. Assoc. Asphalt Paving Technol., 60, 437–475.
Applied Research Associates (ARA). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” Final Rep., National Cooperative Highway Research Program (NCHRP) Project 1-37A, Albuquerque, NM.
Chehab, G. R., Kim, Y. R., Schapery, R. A., Witczack, M., and Bonaquist, R. (2003). “Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic model.” J. Assoc. Asphalt Paving Technol., 72, 315–355.
Cole, K. S., and Cole, R. H. (1941). “Dispersion and absorption in dielectrics, Part I: Alternating current characteristics.” J. Chem. Phys., 9(4), 341–351.
Ferry, J. D. (1980). Viscoelastic properties of polymers, 3rd Ed., Willey, New York.
Hartmann, B., Gilbert, F. L., and John, D. L. (1994). “Loss factor height and width limits for polymer relaxations.” J. Acoust. Soc. Am., 95(1), 226–233.
Havriliak, S., and Negami, S. (1966). “A complex plane analysis of α-dispersions in some polymer systems.” J. Polym. Sci. Part C, 14(1), 99–117.
Havriliak, S., and Negami, S. (1967). “A complex plane representation of dielectric and mechanical relaxation processes in some polymers.” Polymer, 8(4), 161–210.
Jones, D. I. G. (1992). “Results of a round robin test program: Complex modulus properties of a polymeric damping material.”, Wright Lab., Wright Patterson Air Force Base, OH.
Jones, D. I. G. (2001). Handbook of viscoelastic vibration dumping, Wiley, New York.
Levenberg, E. (2009). “Viscoplastic response and modeling of asphalt aggregate mixes.” Mater. Struct., 42(8), 1139–1151.
Levenberg, E. (2011). “Smoothing asphalt concrete complex modulus test data.” J. Mater. Civ. Eng., 23(5), 606–611.
MATLAB [Computer software]. MathWorks, Natick, MA.
Matteo, C. L., Lambri, O. A., Zelada-Lambri, G. I., Sorichetti, P. A., and García, J. A. (2008). “The modified relaxation time function: A novel analysis technique for relaxation processes. Application to high-temperature molybdenum internal friction peaks.” J. Nucl. Mater., 377(2), 370–377.
Park, S. W., and Kim, Y. R. (2001). “Fitting Prony-series viscoelastic models with power-law presmoothing.” J. Mater. Civ. Eng., 13(1), 26–32.
Park, S. W., and Schapery, R. A. (1999). “Methods of interconversion between linear viscoelastic material functions. Part I: A numerical method based on Prony series.” Int. J. Solids Struct., 36(11), 1653–1675.
Pellinen, T., Zofka, A., Marasteanu, M., and Funk, N. (2007). “Asphalt mixture stiffness predictive models.” J. Assoc. Asphalt Paving Technol., 76, 575–625.
Shields, D. H., Zeng, M., and Kwok, R. (1998). “Nonlinear viscoelastic behavior of asphalt concrete in stress relaxation.” J. Assoc. Asphalt Paving Technol., 67, 358–400.
Szabo, J. P., and Keough, I. A. (2002). “Method for analysis of dynamic mechanical thermal analysis data using the Havriliak-Negami model.” Thermochim. Acta, 392–393, 1–12.
Tschoegl, N. W. (1989). The phenomenological theory of linear viscoelastic behavior: An introduction, Springer-Verlag, New York.
Uzan, J., and Levenberg, E. (2007). “Advanced testing and characterization of asphalt concrete materials in tension.” Int. J. Geomech., 7(2), 158–165.
Vargas, M. A., Herrera, R., and Manero, O. (2007). “Modeling of the linear viscoelastic behavior of partially hydrogenated polymer-modified asphalts.” Rubber Chem. Technol., 80(2), 340–364.
Zhao, Y., and Bai, Q. (2007). “Performance evaluation of pavement structures with asphalt treated bases used in Huning Expressway.”, Jiangsu DOT, Nanjing, China.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 10October 2013
Pages: 1543 - 1548

History

Received: Jun 18, 2012
Accepted: Sep 16, 2012
Published online: Sep 18, 2012
Discussion open until: Feb 18, 2013
Published in print: Oct 1, 2013

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Authors

Affiliations

Yanqing Zhao, Ph.D. [email protected]
Associate Professor, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). E-mail:[email protected]
Research Assistant, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China. E-mail: [email protected]
Research Assistant, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China. E-mail: [email protected]
Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China. E-mail: [email protected]

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