Viscoplasticity modeling of asphalt concrete behavior

Geotechnical Special Publication

Volumn , Issue 123, 2004, Pages 144-159

  Schwartz, Charles W ^a,b   Gibson, Nelson H ^b   Schapery, Richard A ^c   Witczak, Matthew W ^d  

^a Geo Institute   (United States)

^b UNIVERSITY OF MARYLAND   (United States)

^c The University of Texas at Austin   (United States)

^d Arizona State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT CONCRETES; VISCOPLASTICITY MODELING;

ASPHALT PAVEMENTS; CONCRETE PAVEMENTS; CONCRETES; RHEOLOGY; TEMPERATURE CONTROL; VISCOELASTICITY; VISCOPLASTICITY;

ASPHALT;

EID: 1642310638     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. Chehab, GR., Kim, YR., Schapery, R.A., Witczak, M.W., and Bonaquist, R. (2002). "Time-Temperature Superposition Principle for Asphalt Concrete Mixtures with Growing Damage in Tension State," Asphalt Paving Technology, Association of Asphalt Paving Technologists, Minneapolis, MN (in press).
2. Ha, K. and Schapery, R.A. (1998). "A Three-Dimensional Viscoelastic Constitutive Model for Particulate Composites with Growing Damage and Its Experimental Verification," International Journal of Solids and Structures, Vol. 35, No. 26-27, pp. 3497-3517.
3. Lee, H.J., and Kim, YR. (1998a). "Viscoelastic Constitutive Model for Asphalt Concrete under Cyclic Loading," Journal of Engineering Mechanics, ASCE, Vol. 124, No. 1, January, pp. 32-40.
4. Lee, H.J., and Kim, YR. (1998b). "Viscoelastic Continuum Damage Model of Asphalt Concrete with Healing. Journal of Engineering Mechanics, ASCE, Vol. 124, No. 11, November, pp. 1224-1232.
5. Lytton, R.L., Uzan, J., Fernando, E.G, Roque, R., Hiltunen, D., and Stoffels, S.M. (1993). Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. Report SHRP A-357, National Research Council, Washington, DC.
6. Park, S.W., Kim, YR., and Schapery, R.A. (1996). "A Viscoelastic Continuum Damage Model and Its Application to Uniaxial Behavior of Asphalt Concrete," Mechanics of Materials, Vol. 24, pp. 241-255.
7. Park, S.W., and Schapery, R.A. (1997). "A Viscoelastic Constitutive Model for Particulate Composites with Growing Damage," International Journal of Solids and Structures, Vol. 34, pp. 931-947.
8. Schapery, R.A. (1986). "A Micromechanical Model for Nonlinear Viscoelastic Behavior of Particle Reinforced Rubber with Distributed Damage," Engineering Fracture Mechanics, Vol. 25, pp. 845-867.
9. Schapery, R.A. (1991). "Analysis of Damage Growth in Particulate Composites Using a Work Potential," Composites Engineering, Vol. 1, No. 3, pp. 167-182.
10. Schapery, R.A. (1999). "Nonlinear Viscoelastic and Viscoplastic Constitutive Equations with Growing Damage," International Journal of Fracture, Vol. 97, pp. 33-66.
11. Schwartz, C.W., Gibson, N.H., and Schapery, R.A. (2002). "Time-Temperature Superposition for Asphalt Concrete At Large Compressive Strains," Transportation Research Record, No. 1789, pp. 101-112.
12. Witczak, M.W., Von Quintus, H.L., and Schwartz, C.W. (1997). "Superpave Support and Performance Models Management: Evaluation of the SHRP Performance Models System," Proceedings, Eighth International Conference on Asphalt Pavements, Seattle, WA, August, 1997, pp. 175-195.