A micromechanical viscoelasto-plastic model for asphalt mixture

Geotechnical Special Publication

Volumn , Issue 146, 2006, Pages 12-20

  Dai, Qingli ^a   You, Zhanping ^a   Sadd, Martin H ^b  

^a TEXAS A AND M UNIVERSITY KINGSVILLE   (United States)

^b The University of Rhode Island   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT MIXTURES; MICROMECHANICAL VISCOELASTO-PLASTIC MODEL; AIR VOIDS; ASPHALT MASTIC; ASPHALT MATERIALS; FINE AGGREGATES; IRREGULAR AGGREGATES; MICRO-MECHANICAL; MICROMECHANICAL MODELLING; PLASTIC BEHAVIOR; VISCO-ELASTO-PLASTIC MODEL; VISCOELASTO PLASTICS;

ASPHALT; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MIXTURES; ABAQUS; AGGREGATES; CONSTITUTIVE EQUATIONS; MASTIC ASPHALT; THREE DIMENSIONAL COMPUTER GRAPHICS; VISCOELASTICITY;

VISCOELASTICITY; FINITE ELEMENT METHOD;

EID: 35448949201     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40825(185)2     Document Type: Conference Paper

References (10)

1. Chaboche, J. L. (1989). "Constitutive Equations for Cyclic Plasticity and Cyclic Viscoplasticity," Int. J. of Plasticity, 5, 247-302.
2. Chaboche, J. L., and Cailletaud, G. (1986). "On the Claculation of Structures in Cyclic Plasticity or Viscoplasticity," Computers and Structures, 23(1), 23-31.
3. Dai, Q. L., and Sadd, M.H. (2004). "Micromechanical Modeling of Damage-coupled Viscoelastic Behavior of Asphalt Materials," Proc. of 17th ASCE Engineering Mechanics Division Conference (CD-Rom), Delaware, USA, June 13-16.
4. Gibson, N. H., Schwartz, C. W., Schapery, R. A., and Witczak, M.W. (2003). "Viscoelastic, viscoplastic, and Damage Modeling of Asphalt Concrete in Unconfined Compression," Proc. of 82nd Transportation Research Board Annual Meeting, Washington, D. C.
5. Mróz, Z., Shrivastava, H. P., Nubey, R. N. (1976). "A Non-linear Hardening Model and Its Application to Cyclic Loading," Acta Mech., 25, 51-61.
6. Ortiz, M., and Simo, J.C. (1986). "An Analysis of a New Class of Integration Algorithms for Elastoplastic Constitutive Relations," Int. J. Numer. Methods Engng., 23, 353-366.
7. Sadd, M.H., Dai, Q.L., Parameswaran, V., Shukla, A. (2004a). "Microstructural Simulation of Asphalt Materials: Modeling and Experimental Studies", J. Matl. in Civil Engng., ASCE 16(2), 107-115.
8. Sadd, M.H., Dai, Q.L., Parameswaran, V., and Shukla, A. (2004b). "Simulation of Asphalt Materials Using a Finite Element Micromechanical Model and Damage Mechanics", J. Trans. Res. Record, No. 1832, 86-94.
9. Simo, J.C., and Ortiz, M. (1985). "A Unified Approach to Finite Deformation Elastoplastic Analysis Based on the Use of Hyperelastic Constitutive Equations," Comput. Meths. Appl. Mech. Engrg., 49, 221-245.
10. You, Z. and Buttlar, W.G. (2004). "Discrete Element Modeling to Predict the Modulus of Asphalt Concrete Mixtures," Journal of Materials in Civil Engineering, ASCE, Vol. 16, Issue 2, pp. 140-146.