Page 224 - MODELING OF ASPHALT CONCRETE
P. 224
202 Cha pte r Se v e n
Kim, Y. R., and G. Chehab (2004), “Development of a Viscoelastoplastic Continuum
Damage Model for Asphalt-Aggregate Mixtures: Final Report as Part of Tasks F and
G in the NCHRP 9-19 Project,” National Cooperative Highway Research Program,
National Research Council, Washington, D.C.
Kim, Y. R., M. N. Guddati, B. S. Underwood, T. Y. Yun, V. Subramanian, and A. H. Heidari
(2005), “Characterization of ALF Mixtures Using the Viscoelastoplastic Continuum
Damage Model,” Final report to the Federal Highway Administration.
Krajcinovic D. (1984), “Continuum Damage Mechanics,” Applied Mechanics Review,
ASME, Vol. 37, pp. 397–402.
Krajcinovic D. (1989), “Damage Mechanics,” Mechanics of Materials, Vol. 8, pp. 117–197.
Lamborn, M. J., and R. A. Schapery (1988), “An Investigation of Deformation Path-
Independence of Mechanical Work in Fiber-Reinforced Plastics,” Proceedings of the
Fourth Japan-U.S. Conference on Composite Materials, Washington, D.C., pp. 991–997.
Lamborn, M. J., and R. A. Schapery (1993), “An Investigation of the Existence of a Work
Potential for Fiber Reinforced Plastic,” Journal of Composite Materials, Vol. 27(4),
pp. 352–382.
Lee, H. J. (1996), “Uniaxial Constitutive Modeling of Asphalt Concrete Using
Viscoelasticity and Continuum Damage Theory,” Ph.D. dissertation, North Carolina
State University, Raleigh, NC.
Lee, H. J., and Y. R. Kim (1998a), “A Uniaxial Viscoelastic Constitutive Model for Asphalt
Concrete under Cyclic Loading,” ASCE Journal of Engineering Mechanics, Vol. 124,
No. 1, pp. 32–40.
Lee, H. J., and Y. R. Kim (1998b), “A Viscoelastic Continuum Damage Model of Asphalt
Concrete with Healing,” ASCE Journal of Engineering Mechanics, Vol. 124, No. 11,
pp. 1224–1232.
Lemaitre J. (1984), “How to Use Damage Mechanics,” Nuclear Engineering Design,
Vol. 80, pp. 233–245.
Park, S. W. (1994), “Development of a Nonlinear Thermo-Viscoelastic Constitutive
Equation for Particulate Composites with Growing Damage,” Ph.D. dissertation,
Texas A&M University, Tex.
Park, S. W., Y. R. Kim, and R. A. Schapery (1996), “A Viscoelastic Continuum Damage
Model and Its Application to Uniaxial Behavior of Asphalt Concrete,” Mechanics of
Materials, Vol. 24, No. 4, pp. 241–255.
Perl, M., J. Uzan, and A. Sides (1983), “Visco-Elasto-Plastic Consititutive Law for a
Bituminous Mixture under Repeated Loading,” Transportation Research Record 911,
TRB, National Research Council, Washington, D.C., pp.20–27.
Schapery, R. A. (1975), “A Theory of Crack Initiation and Growth in Viscoelastic Media,
Part I: Theoretical Development, Part II: Approximate Methods of Analysis, Part III:
Analysis of Continuous Growth,” International Journal of Fracture, 11, pp. 141–159,
369–388, 549–562.
Schapery, R. A. (1981), “On Viscoelastic Deformation and Failure Behavior of Composite
Materials with Distributed Flaws,” Advances in Aerospace Structures and Materials,
AD-01, ASME, New York, pp. 5–20.
Schapery, R. A. (1984), “Correspondence Principles and a Generalized J-integral for Large
Deformation and Fracture Analysis of Viscoelastic Media,” International Journal of
Fracture, Vol. 25, pp. 195–223.
Schapery, R. A. (1987a), ‘‘Deformation and Fracture Characterization of Inelastic
Composite Materials Using Potentials,’’ Polymer Engineering, Vol. 27, pp. 63–76.

