Three-dimensional numerical evaluation of influence factors of mechanical properties of asphalt mixture

Journal of Mechanics

Volumn 28, Issue 3, 2012, Pages 569-578

  Yang, S F ^a,b   Yang, X H ^a,b   Yin, A Y ^a,b   Jiang, W ^a,b  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b HUBEI KEY LABORATORY OF ENGINEERING STRUCTURAL ANALYSIS AND SAFETY ASSESSMENT   (China)

Author keywords

3D random model; Aggregate gradation; Asphalt mixture; Mechanical property

Indexed keywords

AGGREGATE GRADATIONS; ASPHALT MASTIC; AVERAGE SIZE; COARSE AGGREGATES; EXPERIMENTAL DATA; FINE AGGREGATES; GENERALIZED MAXWELL MODEL; LOADING RATE; MECHANICAL BEHAVIOR; NUMERICAL EVALUATIONS; NUMERICAL EXPERIMENTS; RANDOM MODEL; RANDOM MODELING; TWO PHASE COMPOSITES; UNIAXIAL COMPRESSIVE;

AGGREGATES; ASPHALT; ASPHALT MIXTURES; MASTIC ASPHALT; MECHANICAL PROPERTIES; THREE DIMENSIONAL COMPUTER GRAPHICS;

THREE DIMENSIONAL;

EID: 84864953058     PISSN: 17277191     EISSN: 18118216     Source Type: Journal    
DOI: 10.1017/jmech.2012.65     Document Type: Article

References (21)

1. Li, G., Li, Y., Metcalf, J. B. and Pang, S., "Elastic Modulus Prediction of Asphalt Concrete," Journal of Materials in Civil Engineering, 11, pp. 236-241 (1999).
2. Bandyopadhyaya, R., Das, A. and Basu, S., "Numerical Simulation of Mechanical Behaviour of Asphalt Mix," Construction and Building Materials, 22, pp. 1051-1058 (2008).
3. Dai, Q. and You, Z., "Prediction of Creep Stiffness of Asphalt Mixture with Micromechanical Finite-Element and Discrete-Element Models," Journal of Engineering Mechanics, 133, pp. 163-173 (2007).
4. You, Z. P., Adhikari, S. and Dai, Q. L., "Three-Dimensional Discrete Element Models for Asphalt Mixtures," Journal of Engineering Mechanics, 134, pp. 1053-1063 (2008).
5. Schlangen, E. and Garboczi, E. J., "Fracture Simulations of Concrete Using Lattice Models: Computational Aspects," Engineering Fracture Mechanics, 57, pp. 319-332 (1997).
6. Spagnoli, A., "A Micromechanical Lattice Model to Describe the Fracture Behaviour of Engineered Cementitious Composites," Computational Materials Science, 46, pp. 7-14 (2009).
7. Yang, S. F., Yang, X. H. and Chen, C. Y., "Simulation of Rheological Behavior of Asphalt Mixture with Lattice Model," Journal of Central South University of Technology, 15, pp. 155-157 (2008).
8. Fu, G. and Dekelbab, W., "3-D Random Packing of Polydisperse Particles and Concrete Aggregate Grading," Powder Technology, 133, pp. 147-155 (2003).
9. Du, C. B. and Sun, L. G., "Numerical Simulation of Aggregate Shapes of Two-Dimensional Concrete and its Application," Journal of Aerospace Engineering, 20, pp. 172-178 (2007).
10. Wang, Z. M., Kwan, A. K. H. and Chan, H. C., "Mesoscopic Study of Concrete I: Generation of Random Aggregate Structure and Finite Element Mesh," Computer & Structures, 70, pp. 533-544 (1999).
11. Comby-Peyrot, I., Bernard, F., Bouchard, P., Bay, F. and Garcia-Diaz, E., "Development and Validation of a 3D Computational Tool to Describe Concrete Behaviour at Mesoscale: Application to the Alkali-Silica Reaction," Computational Materials Science, 46, pp. 1163-1177 (2009).
12. Xu, R., Yang, X. H., Yin, A. Y., Yang, S. H. and Ye, Y., "A Three-Dimensional Aggregate Generation and Packing Algorithm for Modeling Asphalt Mixture with Graded Aggregates," Journal of Mechanics, 26, pp. 165-171 (2010).
13. Rocco, C. G. and Elices, M., "Effect of Aggregate Shape on the Mechanical Properties of a Simple Concrete," Engineering Fracture Mechanics, 76, pp. 286-298 (2009).
14. Kwan, A. K. H. and Mora, C. F., "Effect of Various Shape Parameters on Packing of Aggregate Particles," Magazine Concrete Research, 53, pp. 91-100 (2001).
15. Li, Y. Q. and Metcalf, J. B., "Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models," Journal of Materials in Civil Engineering, 17, pp. 407-415 (2005).
16. Itasca Consulting Group Inc., Particle Flow Code in 3 Dimensions, Version 2.0, Minneapolis, MN (2002).
17. Park, S. W. and Kim, Y. R., "Interconversion Between Relaxation Modulus and Creep Compliance for Viscoelastic Solids," Journal of Materials in Civil Engineering, 11, pp. 76-82 (1999).
18. Paul, B., "Prediction of Elastic Constants of Multi phase Materials," Transaction of American Institute of Mining Metallurgical and Petroleum Engineers (AIME), 218, pp. 36-41 (1960).
19. Yang, J. and Jiang, G. L., "Experimental Study on Properties of Pervious Concrete Pavement Materials," Cement and Concrete Research, 33, pp. 381-386 (2003).
20. Eliceso, M. and Roccoo, C. G., "Effect of Aggregate Size on the Fracture and Mechanical Properties of a Simple Concrete," Engineering Fracture Mechanics, 75, pp. 3839-3851 (2008).
21. Saouma, V. E., Broz, J. J., Bruhwiler, E. and Boggs, H. L., "Effect of Aggregate and Specimen Size on Fracture Properties of Dam Concrete," Journal of Materials in Civil Engineering, 3, pp. 204-218 (1991).