Finite-element analysis and experimental study on tensile fatigue behaviour of bitumen-stone adhesion

Fatigue and Fracture of Engineering Materials and Structures

Volumn 30, Issue 9, 2007, Pages 823-831

  Mo, L T ^a,b   Huurman, M ^a   Wu, S P ^b   Molenaar, A A A ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b WUHAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Adhesive failure; Bitumen stone adhesion; Cohesive failure; Fatigue life; Finite element analysis

Indexed keywords

ADHESION; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; IMAGE ANALYSIS; SHEAR STRESS; STRESS CONCENTRATION; TEMPERATURE; TENSILE PROPERTIES;

ADHESIVE FAILURE; BITUMEN-STONE ADHESION; COHESIVE FAILURE; STRESS-CONTROLLED MODE;

ASPHALT;

EID: 34548158793     PISSN: 8756758X     EISSN: 14602695     Source Type: Journal    
DOI: 10.1111/j.1460-2695.2007.01155.x     Document Type: Article

References (24)

1. Elvik, R. and Greibe, P. (2005) Road safety effects of porous asphalt: A systematic review of evaluation studies. Accid. Analy. Prev. 37, 515-522.
2. Swart, J.H. (1997) Experiences with porous asphalt in The Netherlands. Ministry of Transportation, Public Works and Water Management. In: Proceedings of the European Conference on Porous Asphalt, Madrid, Spain.
3. Miradi, M. (2004) Neural network models predict ravelling and analyse material/construction properties. In: Proceeding of Intelligent Systems and Control, Hawaii, USA.
4. Huurman, M., Mo, L.T., Molenaar, A.A.A. and Wu, S.P. (2006) Raveling in porous asphalt concrete. Road Construction Conference in Ede, The Netherlands.
5. Radovskiy, B. (2003) Analytical formulas for film thickness in compacted asphalt mixture. Trans. Res. Board 1829, 26-32.
6. Wu, S.P., Mo, L.T. and Lin Z.H. (2004) Study on modified asphalt film-thickness and properties of modified asphalt for modified asphalt mixture. J. Wuhan Univ. Tech. 24, 51-54.
7. Marek, C.R. and Herrin, M. (1968) Tensile behaviour and failure characteristics of asphalt cements in thin film. Proc. Assoc. Asphalt Paving Tech. 37, 387-421.
8. Dallas, N.L. and David, R.J. (2003) Chemical and mechanical processes of moisture damage in hot-mix asphalt pavements. National Seminar: Moisture Sensitivity of Asphalt Pavements, California. 37-71.
9. Frolov, A.F., Vasieva, V.V., Frolova, E.A. and Ovchinnikova, V.N. (1983) Strength and structure of asphalt films. Chem. Tech. Fuel Oil 19, 415-419.
10. Harvey, J.A. and Cebon, F.D. (2005) Fracture tests on bitumen films. J Mater. Civil Eng. 17, 99-106.
11. Yan, X.L. and Liang, C.Y. (2001) Study of the shear adhesiveness between bitumen and rock. China J. Highway Trans. 14, 25-29.
12. Gregg, B.B., Statz, R.J. and Larson, D.S. (1998) Study of asphalt binders using lap shear bonds. Technical report, E.I. DuPont de Nemours Inc., Wilmington, Delaware.
13. Mo, L.T., Wu, S.P., Huurman, M., Molenaar, A.A.A. and Cao, T.W. (2006) Damage accumulation model for monotonic and dynamic shear fracture of asphalt-stone adhesion. Theor. Appl. Fract. Mech. 46, 140-147.
14. Kandhal, P.S. and Chakraborty, S. (1996) Effect of asphalt film thickness on short- and long-term aging of asphalt paving mixtures. Trans. Res. Rec. 1535, 83-90.
15. Hartman, A.M., Gilchrist, M.D., and Walsh, G. (2001) Effect of mixture compaction on indirect tensile stiffness and fatigue. J. Trans. Eng. 127, 370-378.
16. Scholz, T.V. and Brown, S.F. (1996) Rheological characteristics of bitumen in contact with mineral aggregate. J. Asphalt Paving Tech. 65, 357-384.
17. Huang S.C., Robertson, R.E., Branthaver, J.B. and McKay, J.F. (1999) Study of steric hardening effect of thin asphalt films in presence of aggregate surface. Trans. Res. Rec. 1661, 15-21.
18. Zhai, H., Bahia, H.U. and Erickson, S. (2000) Effect of film thickness on rheological behaviour of asphalt binders. Trans. Res. Board 1728, 7-14.
19. Scarpas, A. (1993) CAPA Finite Elements System - Version 2.6, FEMA User's Manual. Faculty of Civil Engineering, Delft University of Technology, Delft, The Netherlands.
20. Duskov, M. and Scarpas, A. (1997) Three-dimensional finite element analysis of flexible pavements with an (Open Joint in the) EPS sub-base. Geotextiles Geomembranes 15, 29-38.
21. Collop, A.C., Scarpas, A., Kasbergen, C. and Bondt, A. (2003) Development and finite element implementation of a stress dependent elasto-visco-plastic constitutive model with damage for asphalt. TRB 82nd annual meeting, Washington, DC.
22. Hagos, E.T. Characterization of polymer modified bitumen, Dienst Weg-en Waterbouwkunde, Delft, The Netherlands.
23. Canestrari, F. and Santagata, E. (2005) Temperature effects on the shear behaviour of tack coat emulsions used in flexible pavements. Int. J. Pave. Eng. 6, 39-46.
24. Bascom, W.D., Timmons, C.O. and Jones, R.L. (1975) Apparent interfacial failure in mixed-mode adhesive fracture. J Mater. Sci. 10, 1037-1048.