Development of an elastoviscoplastic microstructural-based continuum model to predict permanent deformation in hot mix asphalt

International Journal of Geomechanics

Volumn 7, Issue 2, 2007, Pages 119-130

  Masad, Eyad ^a   Dessouky, Samer ^b   Little, Dallas ^a  

^a TEXAS A AND M UNIVERSITY   (United States)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Anisotropy; Asphalt mixes; Damage; Deformation; Finite element method; Mapping; Microstructures; Viscoplasticity

Indexed keywords

AGGREGATES; ANISOTROPY; DENSIFICATION; FINITE ELEMENT METHOD; MICROSTRUCTURE; SHEAR DEFORMATION; STRAIN RATE; VISCOPLASTICITY;

DAMAGE DENSITY; DRUCKER-PRAGER FUNCTION; ELASTOVISCOPLASTIC MODEL; HOT MIX ASPHALT; PERMANENT DEFORMATION;

ASPHALT;

ASPHALT; CONFINING PRESSURE; DAMAGE MECHANICS; DEFORMATION MECHANISM; FINITE ELEMENT METHOD; MICROSTRUCTURE; STRAIN RATE; STRESS ANALYSIS; VISCOELASTICITY; VISCOPLASTICITY;

EID: 33947373331     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2007)7:2(119)     Document Type: Article

References (43)

1. Abdulshafi, A., and Majidzadeh, K. (1985). "Combo viscoelastic-plastic modeling and rutting of aphaltic mixtures." Transportation Research Record. 968, Transportation Research Board, Washington, D.C., 19-31.
2. Alfano, G., De Angelis, F., and Rosati, L. (2001). "General solution procedures in elasto/viscoplasticity." Comput. Methods Appl. Mech. Eng. CMMECC0045-782510.1016/S0045-7825(00)00370-4, 190, 5123-5147.
3. Bonnier, P. G., and Troost, E. (1991). "Numerical model for elastic-viscoelastic-viscoplastic behaviour of bituminous concrete." Proc., Int. Conf. on Computer Methods and Advances in Geomechanics, 575-580.
4. Collop, C., Scarpas, A. T., Kasbergen, C., and de Bondt, A. (2003). "Development and finite element implementation of a stress dependent elasto-visco-plastic constitutive model with damage for asphalt." Transportation Research Record. 1832, Transportation Research Board, Washington, D.C., 96-104.
5. Dafalias, Y. F. (1990). "The plastic spin in viscoplasticity." Int. J. Solids Struct. IJSOAD0020-768310.1016/0020-7683(90)90048-Z, 26(2), 149.
6. Desai, C. S. (1998). "Review and evaluation of constitutive models for pavement materials." Rep., Tucson, Ariz.
7. Desai, C. S., Somasundaram, S., and Frantziskonis, G. (1986). "A hierarchical approach for constitutive modeling of geologic materials." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-906110.1002/nag.1610100302, 10(3), 225-257.
8. Dessouky, S. (2005). "Multiscale approach for modeling hot mix asphalt." Ph.D. dissertation, Texas A&M Univ., College Station, Tex.
9. Erkens, S., Liu, X., and Scarpas, A. (2002). "3D finite element model for asphalt concrete response simulation." Int. J. Geomech.IJGNAI1532-364110.1061/(ASCE)1532-3641(2002)2:3(305), 2(3), 305-330.
10. Gibson, N. H., Schwartz, C. W., Schapery, R. A., and Witczak, M. W. (2004). "Confining pressure effects on viscoplasticity and damage in asphalt concrete." 16th ASCE Engineering Mechanics Conf., Seattle.
11. Hibbit, Karlsson & Sorensen, Inc. (HKS). (2004). ABAQUS user's and theory manual, version 6.4, Pawtucket, R.I.
12. Huang B., Mohamad, L., and Wathugala, W. (2002). "Development of a thermo-viscoplastic constitutive model for HMA mixtures." Asph. Paving Technol. APATDV0270-2932, 71, 594-618.
13. Kachanov, L. M. (1958). "On creep fracture time." Izv. Akad. Nauk USSR Otd. Tekh., 8, 26-31 (in Russian).
14. Li, X. S., and Dafalias, Y. F. (2000). "Dilatancy for cohesionless soils." Geotechnique GTNQA80016-8505, 50(4), 449-460.
15. Lu, Y., and Wright, P. J. (1998). "Numerical approach of visco-elastoplastic analysis for asphalt mixtures." Comput. Struct. CMSTCJ0045-794910.1016/S0045-7949(98)00139-4, 69, 139-157.
16. Lytton, R., (1993). "Development and validation of performance prediction models and specifications for asphalt binders and paving mixes." The Strategic Highway Research Program Rep. No. SHRP-A-357, Washington, D.C.
17. Masad, E., Little, D., Tashman, L., Saadeh, S., Al-Rousan, T., and Sukhwani, R. (2003). "Evaluation of aggregate characteristics affecting HMA concrete performance." Research Rep. No. ICAR 203-1, Texas Transportation Institute, College Station, Tex.
18. Masad, E., Muhunthan, B., Shashidhar, N., and Harman, T. (1998). "Aggregate orientation and segregation in asphalt concrete." Conf. Proc. Paper. Application of Geotechnical Principals in Pavement Engineering, ASCE, Reston, Va., 69-80.
19. Masad, E., Tashman, L., Little, D., and Zbib, H. (2005). "Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage, and aggregate characteristics." J. Mechanics of Materials.
20. Masad, E., Tashman, L., Somedavan, N., and Little, D. (2002). "Micromechanics-based analysis of stiffness anisotropy in asphalt mixtures." Mech. Mater. MSMSD30167-6636, 14(5), 374-383.
21. Murakami, S. (1983). "Notation of continuum damage mechanics and its application to anisotropic creep damage theory." J. Eng. Mater. Technol. JEMTA80094-4289, 105, 99-105.
22. Nagtegaal, J. C. (1982). "On the implementation of inelastic constitutive equations with special reference to large deformation problems." Comput. Methods Appl. Mech. Eng. CMMECC0045-782510.1016/ 0045-7825(82)90120-7, 33, 469-484.
23. Oda, M. (1972). "Initial fabrics and their relations to mechanical properties of granular materials." Soils Found. SOIFBE0038-0806, 12(1), 17-36.
24. Oda, M., and Nakayama, H. (1989). "Yield function for soil with anisotropic fabric." J. Eng. Mech. JENMDT0733-9399, 115(1), 89-104.
25. Oda, M., Nemat-Nasser, S., and Konishi, J. (1985). "Stress-induced anisotropy in granular masses." Soils Found. SOIFBE0038-0806, 25(3), 85-97.
26. Oeser, M., and Moller, B. (2004). "3D constitutive model for asphalt pavements." Int. J. Pavement Eng. ZZZZZZ1029-8436, 5(3), 153-161.
27. Perzyna, P. (1966). "Fundamental problems in viscoplasticity." Adv. Appl. Mech. AAMCAY0065-2156, 9, 253-377.
28. Ristinmaa, M., and Ottosen, N. S. (2000). "Consequences of dynamic yield surface in viscoplasticity." Int. J. Solids Struct. IJSOAD0020-768310.1016/S0020-7683(99)00158-4, 37, 4601-4622.
29. Scarpas, A., Al-Khoury, R., Van Gurp, C., and Erkens, S. M. (1997). "Finite element simulation of damage development in asphalt concrete pavements." Proc., 8th Int. Conf. on Asphalt Pavements, Univ. of Washington, Seattle, 673-692.
30. Schapery, R. A. (1999). "Nonlinear viscoelastic and viscoplastic constitutive equations with growing damage." Int. J. Fract. IJFRAP0376-942910.1023/A:1018695329398, 97, 33-66.
31. Schwartz, C. W., Gibson, N. H., Schapery, R. A., and Witczak, M. W. (2004). "Viscoplasticity modeling of asphalt concrete behavior." Geotech. Spec. Publ. GSPUER0895-0563, 123, 144-159.
32. Seibi, A. C., Sharma, M. G., Ali, G. A., and Kenis, W. J. (2001). "Constitutive relations for asphalt concrete under high rates of loading." Transportation Research Record. 1767, Transportation Research Board, Washington, D.C., 111-119.
33. Sousa, J. B., and Weissman, S. (1995). "Modeling permanent deformation of asphalt concrete mixtures." Asph. Paving Technol. APATDV0270-2932, 63, 225-257.
34. Sousa, J. B., Weissman, S., Sackman, J., and Monismith, C. L. (1993). "A nonlinear elastic viscous with damage model to predict permanent deformation of asphalt concrete mixtures." Transportation Research Record. 1385, Transportation Research Board, Washington, D.C., 80-93.
35. Tan, S. A., Low, B. H., and Fwa, T. F. (1994). "Behavior of asphalt concrete mixtures in triaxial compression." J. Test. Eval. JTEVAB0090-3973, 22(3), 195-203.
36. Tashman, L., Masad, E., Peterson, B., and Saleh, H. (2001). "Internal structure analysis of asphalt mixes to improve the simulation of superpave gyratory compaction to field conditions." Asph. Paving Technol. APATDV0270-2932, 70, 605-655.
37. Tashman, L., Masad, E., Zbib, H., Little, D., and Kaloush, K. (2005). "Microstructural viscoplastic continuum model for asphalt pavements." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(2005)131:1(48), 131(1), 48-57.
38. Tobita, Y. (1989). "Fabric tensors." Mechanics of Granular Materials, Rep. from TC13, M. Satake, ed., International Society of Soil Mechanics and Foundations Engineering, Rio De Janeiro, Brazil, 6-9.
39. Tobita, Y., and Yanagisawa, E. (1988). "Contact tensor in constitutive model for granular materials." Micromechanics of granular materials, Elsevier Science, Amsterdam, The Netherlands, 263-270.
40. Vermeer, P. A. (1984). "A five constant constitutive model unifying well-established concepts." Constitutive relations for soils, G. Gudehus, F. Darve, and I. Vardoulakis, eds., Balkema, Rotterdam, The Netherlands, 175-197.
41. Wan, R., and Guo, P. (2004). "Stress dilatancy and fabric dependencies on sand behavior." J. Eng. Mech. JENMDT0733-939910.1061/(ASCE)0733-9399(2004)130:6(635), 130(6), 635-645.
42. Zaghloul, S., and White, T. (1993). "Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement." Transportation Research Record. 1388, Transportation Research Board, Washington, D.C., 60-69.
43. Zeinkiewicz, O., Humpheson, C., and Lewis, R. (1975). "Associated and non-associated visco-plasticity in soils mechanics." Geotechnique GTNQA80016-8505, 25(5), 671-689.