Experimental researches on visco-elastoplastic constitutive model of asphalt mastic

Construction and Building Materials

Volumn 23, Issue 10, 2009, Pages 3161-3165

  Ye, Yong ^a,b   Yang, Xinhua ^a   Chen, Chuanyao ^a  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b CHINA THREE GORGES UNIVERSITY   (China)

Author keywords

Asphalt mastic; Creep experiment; Model parameter; Visco elastoplastic model

Indexed keywords

ASPHALT MASTIC; BURGERS MODEL; CREEP BEHAVIORS; CREEP CONSTITUTIVE EQUATIONS; CREEP DEFORMATION BEHAVIOR; ELASTOPLASTIC BEHAVIOR; ELASTOPLASTIC CONSTITUTIVE MODEL; EXPERIMENTAL RESEARCH; MODEL PARAMETER; MODEL PARAMETERS; POWER MODEL; STRESS LEVELS; UNI-AXIAL COMPRESSION; UNI-AXIAL LOADING; VISCO-ELASTOPLASTIC MODEL; VISCOPLASTIC;

ASPHALT; CONSTITUTIVE EQUATIONS; ELASTOPLASTICITY; EXPERIMENTS; STRESS ANALYSIS;

CREEP;

EID: 67651218773     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2009.06.023     Document Type: Article

References (14)

1. Buttlar W.G., and Roque R. Evaluation of empirical and theoretical models to determine asphalt mixtures stiffnesses at low temperature. J Assn Asphalt Pav Technol 65 (1996) 99-141
2. Li G., Li Y., Metcalf J.B., and Pang S.S. Elastic modulus prediction of asphalt concrete. J Mater Civ Eng 11 3 (1999) 236-241
3. Zhu H., and Nodes J. Contact based analysis of asphalt pavement with the effect of aggregate angularity. J Mech Mater 32 (2000) 193-202
4. Li Y.Q., and Metcalf J.B. Two-step approach to prediction of asphalt concrete modulus from two-phase micromechanical models. J Mater Civ Eng 17 4 (2005) 407-415
5. Shashidhar N., and Romero P. Factors affecting the stiffening potential of mineral fillers. Transport Res Rec 1638 (1998) 94-100
6. Bandyopadhyaya R., Das A., and Basu S. Numerical simulation of mechanical behavior of asphalt mix. Constr Build Mater 22 6 (2008) 1051-1058
7. Sides A., Uzan J., and Perl M. A comprehensive viscoelasto-plastic characterization of sand-asphalt compressive and tensile cyclic loading. J Test Evaluat 13 1 (1985) 49-59
8. Lu Y., and Wright P.J. Numerical approach of visco-elastoplastic analysis for asphalt mixtures. Comput Struct 69 2 (1998) 139-147
9. González J.M., Miquel Canet J., Oller S., and Miró R. A viscoplastic constitutive model with strain rate variables for asphalt mixtures-numerical simulation. Computat Mater Sci 38 4 (2007) 543-560
10. Perzyna P. Fundamental problems in viscoplasticity. Adv Appl Mech 9 (1966) 243-377
11. Kim Y.R., and Little D.N. Linear viscoelastic analysis of asphalt mastics. J Mater Civ Eng 16 2 (2004) 122-132
12. Hashin Z.J. The elastic moduli of heterogeneous materials. J Appl Mech 29 1 (1962) 143-150
13. Cao S.G., Bian J., and Li P. Rheological constitutive relationship of rocks and a modifical model. Chinese J Rock Mech Eng 21 5 (2002) 632-634
14. Deshpande V.S., and Cebon D. Uniaxial experiments on idealized asphalt mixtures. J Mater Civ Eng 12 3 (2000) 262-271