Technical Papers
Feb 18, 2012

Modeling Failure of Bitumen Films in Tension

Publication: Journal of Engineering Mechanics
Volume 138, Issue 11

Abstract

Finite-element analysis is used to model the failure of thin-film butt-joint specimens of pure bitumen in tension for a wide range of test conditions (temperature and strain rate). The approach uses a powerful numerical scheme based on two components: a nonlinear viscous, temperature- and rate-dependent constitutive material model that describes the mechanical deformation behavior of bitumen, implemented into a special-purpose finite-element user material subroutine, and a cohesive zone model for simulating the fracture process. The finite-element model is validated by comparing computed fracture characterization parameters with experimental results. The predicted force versus displacement characteristics and the normalized toughness, G/2h, are found to compare favorably with experimental results in the ductile and brittle regimes, with the failure mode being accurately simulated.

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Acknowledgments

The authors are grateful for the support provided by the Nottingham Asphalt Research Consortium (NARC) through the studentship program. Partial funding was also provided by St. Catharine’s College, Cambridge University, and CONACYT-SEP, Mexico.

References

ABAQUS 6.8 [Computer software]. Vélizy-Villacoublay, France, Dassault Systèmes.
Adams, R. D., Coppendale, J., and Peppiatt, N. A. (1978a). Adhesion 2, K. W. Allen, ed., Applied Science, London, 105.
Adams, R. D., Coppendale, J., and Peppiatt, N. A. (1978b). “Stress analysis of axisymmetric butt joints loaded in torsion and tension.” J. Strain Anal., 13(1), 1–10.
Alwar, R. S., and Nagaraja, Y. R. (1976). “Elastic analysis of adhesive butt joints.”J. Adhes., 7(4), 279–287.
Babcock, G. B., Statz, R. J., and Larson, D. S. (1998). “Study of asphalt binders using lap shear bonds.” Proc., 43rd Annual Conf. Canadian Technical Asphalt Association, Polyscience, Laval, QB, Canada, 1–15.
Barenblatt, G. I. (1962). “The mathematical theory of equilibrium cracks in brittle fracture.” Adv. Appl. Mech., 7, 55–129.
Bazant, Z. P., and Li, Y. N. (1997). “Cohesive crack model with rate-dependent opening and viscoelasticity: I. Mathematical model and scaling.” Int. J. Fract., 86(3), 247–265.
Bryant, R. W., and Dukes, W. A. (1965). “The measurement of the shear strength of adhesive joints in torsion.” Br. J. Appl. Phys., 16(1), 101–108.
Cheung, C. Y., and Cebon, D. (1997a). “Deformation mechanisms of pure bitumen.” J. Mater. Civ. Eng., 9(3), 117–129.
Cheung, C. Y., and Cebon, D. (1997b). “The film deformation behaviour of power-law creeping materials.” J. Eng. Mech., 123(11), 1138–1152.
Cocks A. C. F., and Ashby, M. F. (1980). “Intergranular fracture during power law creep under multiaxial stresses.” Met. Sci., 14(8-9), 395–402.
Costanzi, M. (2009). “Modelling deformation of asphalt pavements.” Ph.D. thesis, Engineering Dept., Cambridge Univ., Cambridge, U.K.
De Bruyne, N. A., and Houwink, R. (1951). Adhesion and adhesives, Elsevier, Amsterdam, Netherlands.
Dugdale, D. (1960). “Yielding of steel sheets containing slits.” J. Mech. Phys. Solids, 8(2), 100–104.
Foulkes, H., Shields, J. T., and Wake, W. C. (1970). “The variation of bond strength with temperature: A preliminary study of metal-to-metal adhesion.” J. Adhes., 2(4), 254–269.
Fromm, H. J. (1974). “The mechanisms of asphalt stripping from aggregate surfaces.” Proc., Assoc. Asph. Paving Technol., 43, 191–223.
Genin, G. M., and Cebon, D. (2000). “Fracture mechanics in asphalt concrete.” Road Mat. Pavement Des., 1(4), 419–450.
Gent, A. N. (1971). “Adhesion of viscoelastic materials to rigid substrates. II. Tensile strength of adhesive joints.” J. Polym. Sci. Polym. Phys., 9(2), 283–294.
Gent, A. N., and Meinecke, E. A. (1970). “Compression, bending, and shear of bonded rubber blocks.” Polym. Eng. Sci., 10(1), 48–53.
Harvey, J. A. F. (2000). “Bitumen films in tension.” Ph.D. thesis, Engineering Dept., Cambridge Univ., Cambridge, U.K.
Harvey, J. A. F., and Cebon, D. (2003). “Failure mechanism in viscoelastic films.” J. Mater. Sci., 38(5), 1021–1032.
Harvey, J. A. F., and Cebon, D. (2005). “Fracture tests on bitumen films.” J. Mater. Civ. Eng., 17(1), 99–106.
Hillerborg, A., Modéer, M., and Peterson, P.-E. (1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement Concr. Res., 6(6), 773–782.
Humpidge, R. T., and Taylor, B. J. (1967). “Apparatus for measuring the shear strength of adhesive joints at high temperatures and methods for constructing the adhesive joints.” J. Sci. Instrum., 44(6), 457–460.
Kinloch, A. J. (1982). “Review: The science of adhesion. Part 2: Mechanics and mechanisms of failure.” J. Mat. Sci., 17(3), 617–651.
Kuenzi, E. W., and Stevens, G. H. (1963). “Determination of mechanical properties of adhesives for use in the design of bonded joints.” FPL-011, Forest Products Laboratory, U.S. Department of Agriculture, Madison, WI.
Li, X., and Marateanu, M. O. (2005). “Cohesive modeling of fracture in asphalt mixtures at low temperatures.” Int. J. Fract., 136(1-4), 285–308.
Ossa, E. A. (2004). “Deformation behaviour of bitumen and bituminous mixes.” Ph.D. thesis, Engineering Dept., Cambridge Univ., Cambridge, U.K.
Ossa, E. A., Deshpande, V. S., and Cebon, D. (2005). “Phenomenological model for monotonic and cyclic behavior of pure bitumen.” J. Mater. Civ. Eng., 17(2), 188–197.
Portillo O., Johnson G., Lam W., and Cebon, D. (2007). “Automated analysis and data handling for asphalt fracture experiments.” Rep. CUED/C-MATS/TR.262:22, Engineering Dept., Cambridge Univ., Cambridge, U.K.
Rybicki, E. F., and Kanniene, M. F. (1977). “A finite element calculation of stress-intensity factors by a modified crack closure integral.” Eng. Fract. Mech., 9(4), 931–938.
Song, S. H., Paulino, G. H., and Buttlar, W. G. (2006a). “A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material.” Eng. Fract. Mech., 73(18), 2829–2848.
Song, S. H., Paulino, G. H., and Buttlar, W. G. (2006b). “Simulation of crack propagation in asphalt concrete using an intrinsic cohesive zone model.” Eng. Fract. Mech., 132(11), 1215–1223.
Thelen, E. (1958). “Surface energy and adhesion properties in asphalt-aggregate systems.” Proc., 37th Annual Meeting Highway Research Board; Rheological and Adhesion Characteristics of Asphalt, Bull. 192, National Research Council, Washington, DC, 63–74.
Whiteoak, D. (1990). The Shell Bitumen handbook, 4th Ed., Shell Bitumen, Chertsey, U.K.
Yu, R. C., Ruiz, G., and Chaves, E. (2008). “A comparative study between discrete and continuum models to simulate concrete fracture.” Eng. Fract. Mech., 75(1), 117–127.

Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 138Issue 11November 2012
Pages: 1357 - 1371

History

Received: Jan 1, 2011
Accepted: Feb 15, 2012
Published online: Feb 18, 2012
Published in print: Nov 1, 2012

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Authors

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O. Portillo
Structural Analyst and Software Developer, Zwave Solutions Ltd., 4999 St. Catherine St. West, Suite 444, Montreal, QB, Canada H3Z 1T3.
Professor of Mechanical Engineering, Dept. of Engineering, Cambridge Univ., Trumpington St., Cambridge CB2 1PZ, U.K. (corresponding author). E-mail: [email protected]

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