Considering Material Heterogeneity in Crack Modeling of Asphaltic Mixtures

Transportation Research Record

Volumn , Issue 1832, 2003, Pages 113-120

  Soares, Jorge Barbosa ^a   De Freitas, Felipe Araújo Colares ^a   Allen, David H ^b  

^a Campus do Pici   (Brazil)

^b UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT PAVEMENTS; COMPUTER SIMULATION; CRACK PROPAGATION; FINITE ELEMENT METHOD; FRACTURE MECHANICS; MIXTURES; ROAD CONSTRUCTION;

INDIRECT TENSILE TEST (IDT); THEORY OF FRACTURE MECHANICS (TFM);

ASPHALT;

EID: 15744404590     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1832-14     Document Type: Conference Paper

References (55)

1. Monismith, C. L., J. A. Epps, and F. N. Finn. Improved Asphalt Mix Design. Proc., Association of Asphalt Paving Technologists, Vol. 54, 1985, pp. 347-406.
2. La Roche, C., and N. Riviere. Fatigue Behavior of Asphalt Mixes: Influence of Laboratory Test Procedures on Fatigue Performance. In Proc., 8th International Conference on Asphalt Pavements, Seattle, WA, 1997.
3. Benevides, S. A. S. Análise Comparativa dos Métodos de Dimensionamento de Pavimentos Asfdlticos: Emptrico do DNER e Resiliência da COPPE/UFRJ-em Rodovias do Ceard (in Portuguese). Master's thesis. Institute Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia and Universidade Federal do Rio de Janeiro, Brazil, 2000.
4. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and S. M. Stoffels. Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. Strategic Highway Research Program, TRB, National Research Council, Washington, D.C., 1993.
5. Little, D. N., R. L. Lytton, D. Williams, and Y. R. Kim. Propagation and Healing of Microcracks in Asphalt Concrete and Their Contribution to Fatigue. In Asphalt Science and Technology (A. M. Usmani, ed.), Marcel Dekker, Inc., Indianapolis, Ind., 1997.
6. Lee, H.-J., and Y. R. Kim. Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory. Proc., Association of Asphalt Paving Technologists, Vol. 66, 1997.
7. Lee, H.-J., and Y. R. Kim. Viscoelastic Constitutive Model for Asphalt Concrete Under Cyclic Loading. Journal of Engineering Mechanics, Vol. 124, No. 1, 1998, pp. 32-40.
8. Daniel, J. S., and Y. R. Kim. Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic, Continuum Damage Model. Proc., Association of Asphalt Paving Technologists, Vol. 72, 2002.
9. Chang, K. G., and J. N. Meegoda. Micro-mechanics Simulation of Hot Mix Asphalt. Journal of Engineering Mechanics, Vol. 123, No. 5, May 1997, pp. 495-503.
10. Guddati, M. N., Z. Feng, and Y. R. Kim. Towards a Micromechanics-Based Procedure To Characterize Fatigue Performance of Asphalt Concrete. North Carolina State University, Raleigh, 2001.
11. Braz, D., R. T. Lopes, and L. M. G. Motta. Computed Tomography: An Evaluation of the Effect of Adding Polymer SBS to Asphaltic Mixtures Used in Paving. Applied Radiation and Isotopes, Vol. 53, 2000, pp. 725-729.
12. Jayawickrama, P. W., and R. Lytton. Methodology for Predicting Asphalt Concrete Overlay Life Against Reflection Cracking. In Proc., 6th International Conference on the Structural Design of Asphalt Pavements, Vol. 1, 1987.
13. Pemg, J.-D. Analysis of Crack Propagation in Asphalt Concrete Using a Cohesive Crack Model. Ph.D. dissertation. Ohio State University, Columbus, 1989.
14. Erkens, S. M. J. G., J. Moraal, A. Molenaar, J. Groenendijk, and M. Jacobs. Using Paris' Law to Determine Fatigue Characteristics: A Discussion. In Proc., 8th International Conference on Asphalt Pavements, Seattle, Wash., 1997.
15. Owusu-Antwi, E. B., L. Khazanovich, and L. Titus-Glover. Mechanistic-Based Model for Predicting Reflective Cracking in Asphalt Concrete-Overlaid Pavements. In Transportation Research Record 1629, TRB, National Research Council, Washington, D.C., 1998, pp. 234-241.
16. Seidel, G. D. Computational Model for Predicting Damage Evolution in Viscoelastic Particulate Composites. Master's thesis. Texas A&M University, College Station, 2002.
17. Needleman, A. Continuum Model for Void Nucleation by Inclusion Debonding. Journal of Applied Mechanics, Vol. 54, Sept. 1987, pp. 525-531.
18. Tvergaard, V. Effect of Fiber Debonding in a Whisker-Reinforced Metal. Materials Science and Engineering, Vol. A125, 1990, pp. 203-213.
19. Costanzo, F., and D. H. Allen. Continuum Thermodynamic Analysis of Cohesive Zone Models. International Journal of Engineering Science, Vol. 33, No. 15, 1996, pp. 2197-2219.
20. Allen, D. H., and C. R. Searcy. Micromechanical Model for a Viscoelastic Cohesive Zone. International Journal of Fracture, Vol. 107, 2001, pp. 159-176.
21. Allen, D. H., and C. R. Searcy. Micromechanically Based Model for Predicting Dynamic Damage Evolution in Ductile Polymers. Mechanics of Materials, Vol. 33, 2001, pp. 177-184.
22. Yoon, C., and D. H. Allen. Damage Dependent Constitutive Behavior and Energy Release Rate for a Cohesive Zone in a Thermoviscoelastic Solid. International Journal of Fracture, Vol. 96, 1999, pp. 56-74.
23. Soares, J. B., D. H. Allen, L. T. B. Melo, and J. B. Cavalcante Neto. Local and Global Finite Element Modeling of Asphaltic Pavements. In Proc., 3rd International Symposium: 3-D Finite Element for Pavement Analysis, Design and Research, Delft University of Technology; West Virginia University, Morgantown, 2002.
24. Huang, Y. H. Pavement Analysis and Design. Prentice-Hall, Upper Saddle River, N.J., 1993.
25. Medina, J. Mecânica dos Pavimentos, 1st ed. (in Portuguese). Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia and Universidade Federal do Rio de Janeiro, Brazil, 1997.
26. Motta, L. M. G. Método de dimensionamento de pavimentos flexíveis; parâmetro de confiabilidade e ensaios de cargos repetidas (in Portuguese). Ph.D. dissertation. Institute Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia and Universidade Federal do Rio de Janeiro, Brazil, 1991.
27. Griffith, A. A. The Phenomena of Rupture and Flow in Solids. Philosophical Transactions of the Royal Society of London, Series A, Vol. 221, 1921, pp. 163-198.
28. Dugdale, D. Yielding of Steel Sheets Containing Slits. Journal of Mechanics and Physics of Solids, Vol. 8, 1960, pp. 100-104.
29. Barenblatt, G. I. Mathematical Theory of Equilibrium Cracks in Brittle Fracture. Advances in Applied Mechanics, Vol. 7, 1962, pp. 55-129.
30. Jenq, Y.-S., and J.-D. Perng. Analysis of Crack Propagation in Asphalt Concrete Using Cohesive Crack Model. In Transportation Research Record 1317, TRB, National Research Council, Washington, D.C., 1991, pp. 90-99.
31. Soares, J. B. Concrete Characterization Through Fracture Mechanics and Selected Pavement Applications. Ph.D. dissertation. Texas A&M University, College Station, 1997.
32. 4 Metal Matrix Composite. Master's thesis. Texas A&M University, College Station, 1997.
33. Williams, J. Two Experiments for Measuring Specific Viscoelastic Cohesive Zone Parameters. Master's thesis. Texas A&M University, College Station, 2002.
34. Allen, D. H., R. H. Jones, and J. G. Boyd. Micromechanical Analysis of a Continuous Fiber Metal Matrix Composite Including the Effects of Matrix Viscoplasticity and Evolving Damage. Journal of Mechanics and Physics of Solids, Vol. 42, No. 3, 1994, pp. 505-529.
35. Zocher, M. A., D. H. Allen, and S. E. Groves. Three-Dimensional Finite Element Formulation for Thermoviscoelastic Orthotropic Media. International Journal for Numerical Methods in Engineering, Vol. 40, 1997, pp. 2267-2288.
36. Foulk, J. W., D. H. Allen, and K. L. E. Helms. Formulation of a Three-Dimensional Cohesive Zone Model for Application to a Finite Element Algorithm. Computer Methods in Applied Mechanics and Engineering, Vol. 183, No. 1-2, 2000, pp. 51-66.
37. Phillips, M. L., C. Yoon, and D. H. Allen. A Computational Model for Predicting Damage Evolution in Laminated Composite Plates. Journal of Engineering Materials and Technology, 1999.
38. Kim, Y. R., H.-J. Lee, and D. Little. Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory. Proc., Association of Asphalt Paving Technologists, Vol. 66, 1997, pp. 520-558.
39. Kim, Y. R., and D. Little. One-Dimensional Constitutive Modeling of Asphalt Concrete. Journal of Engineering Mechanics, Vol. 116, No. 4, 1990, pp. 751-772.
40. Park, S. W., Y. R. Kim, and R. A. Schapery. Viscoelastic Continuum Damage Model and Its Application to Uniaxial Behavior of Asphalt Concrete. Mechanics of Materials, Vol. 24, 1996, pp. 241-255.
41. Chebad, G. R., Y. R. Kim, R. A. Schapery, M. W. Witczak, and R. Bonaquist. Time-Temperature Superposition Principle for Asphalt Concrete Mixtures with Growing Damage in Tension State. Proc., Association of Asphalt Paving Technologists, Vol. 72, 2002.
42. Allen, D. H. Homogenization Principles and Their Application to Continuum Damage Mechanics. Composites Science and Technology, Vol. 61, 2001, pp. 2223-2230.
43. Allen, D. H., C. E. Harris, and S. E. Groves. Thermomechanical Constitutive Theory for Elastic Composites with Distributed Damage, Part I: Theoretical Development. International Journal of Solids and Structures, Vol. 23, No. 9, 1987, pp. 1301-1318.
44. Allen, D. H., C. E. Harris, and S. E. Groves. Thermomechanical Constitutive Theory for Elastic Composites with Distributed Damage, Part II: Application to Matrix Cracking in Laminated Composites. International Journal of Solids and Structures, Vol. 23, No. 9, 1987, pp. 1319-1338.
45. Lee, J. W., D. H. Allen, and C. E. Harris. The Upper Bounds of Reduced Axial and Shear Moduli in Cross-Ply Laminates with Matrix Cracks. In Composite Materials: Fatigue and Fracture, STP 1110 (T. K. O'Brien, ed.), ASTM, West Conshohocken, Pa., 1991.
46. Lee, J. W., D. H. Allen, and C. E. Harris. Internal State Variable Approach for Predicting Stiffness Reductions in Fibrous Laminated Composites with Matrix Cracks. Journal of Composite Materials, Vol. 23, No. 12, 1989, pp. 1273-1291.
47. Especificações gerais para obras rodoviártas do DNER, ES 313/97, Vols. III-IV: Pavimenlos Flextveis (in Portuguese). Departamento Nacional de Estradas de Rodagem, Brasília, Brazil, 1997.
48. MTOOL: Bidimensional Mesh Tool, Versão 3.0. Grupo de Tecnologia em Computação Gráflca, TeCGraf5, Pontifícia Universidade Católica do Rio de Janeiro, Brazil, 1997.
49. Aldigueri, D. R. Estudo de misturas de areia-asfalto usinadas a quente com asfaltos de diferentes consistências para revestimento de pavimentos do Estado do Ceará (in Portuguese). Master's thesis. Escola Politécnica da Universidade de São Paulo, Brazil, 2001.
50. Mehta, P. K., and P. J. M. Monteiro. Concrete, Structure, Properties and Materials. Prentice-Hall, Upper Saddle River, N.J., 1993.
51. Souza, F. V., and J. B. Soares. Previsão do Comportamento Mecânico de Materials Asfálticos a Partir dos Resultados do Ensaio de Creep Estático (in Portuguese). In Proc., XVI Congresso de Pesquisa e Ensino em Transportes, Associação Nacional de Pesquisa e Ensino em Transportes, Natal, Brazil, 2002.
52. Hillerborg, A., M. Modeer, and P. E. Peterson. Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements. Cement and Concrete Research, Vol. 6, No. 6, 1976, pp. 773-782.
53. Hondros, G. Evaluation of Poisson's Ratio and the Modulus of Materials of a Low Tensile Resistance by Brazilian (Indirect Tensile) Test with Particular Reference to Concrete. Australian Journal of Applied Science, Vol. 10, No. 3, 1959.
54. Falcão, M. F. B., and J. B. Soares. Considerações sobre o ensaio de compressão diametral no estudo de materials de pavimentação (in Portuguese). In Proc., XVI Congresso de Pesquisa e Ensino em Transportes, Associação Nacional de Pesquisa e Ensino em Transportes, Natal, Brazil, 2002.
55. Castro-Montero, A., Z. Jia, and S. P. Shah. Evaluation of Damage in Brazilian Test Using Holographic Interferometry. ACI Journal, Vol. 92, No. 5, 1995, pp. 268-275.