Technical Papers
Dec 9, 2013

Adherence Energy of Asphalt Thin Films Measured by Force-Displacement Atomic Force Microscopy

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 12

Abstract

Viscoelastic materials exhibit rate- and temperature-dependant behavior in terms of stress-strain response and fracture. As a representative of this class of materials, rate-dependant fracture should be expected for the bituminous asphalt binders used in the construction of pavement. Preliminary results are reported regarding studies using atomic force microscopy (AFM) to determine rate- and temperature-dependent adhesive fracture in bitumen thin films. This AFM technique involves creating then fracturing a microadhesive contact joint between a bitumen thin film and a glass microbead tip affixed to a cantilever by application of a direct tensile force to the contact. The mechanical work required to fracture this contact is measured as a function of temperature and separation rate. Results of this study suggest that adherence fracture energy of bitumen films is rate and temperature dependant based on measures of energy dissipation at and below the temperature of 25°C. These materials also exhibit a viscoelastic to viscous transition in adhesive behavior above 25°C attributed to observed loss of energy dissipation.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the Federal Highway Administration, U.S. Department of Transportation, for their financial support: Contract No. DTFH61-07-D-00005 and DTFH61-07-H-00009.

Disclaimer

This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The contents of this report reflect the views of Western Research Institute, which is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or the policy of the United States Department of Transportation. Mention of specific brand names of equipment does not imply endorsement by the United States Department of Transportation or by Western Research Institute.

References

Ahn, D., and Shull, K. R. (1996). “JKR studies of acrylic elastomer adhesion to glassy polymer substrates.” Macromolecules, 29(12), 4381–4390.
Allen, R. G. (2010). “Structural characterization of micromechanical properties of asphalt using atomic force microscopy.” M.Sc. thesis, Civil Engineering, Texas A&M Univ., College Station, TX.
Barthel, E. (2008). “Adhesive elastic contacts-JKR and more.” J. Phys D: Appl. Phys., 41(16), 1–20.
Cappella, B., and Dietler, G. (1999). “Force-distance curves by atomic force microscopy.” Surf. Sci. Rep., 34(1–3), 1–104.
Crosby, A. J., and Shull, K. R. (1999). “Adhesive failure analysis of pressure-sensitive adhesives.” J. Polym. Sci. Part B: Polym. Phys., 37(24), 3455–3472.
De Moraes, M. B., Pereira, R. B., Simão, R. A., and Leite, L. F. M. (2010). “High temperature AFM study of CAP 30/45 pen grade bitumen.” J. Microsc., 239(1), 46–53.
Dourado, E. R., Simao, R. A., and Leite, L. F. M. (2012). “Mechanical properties of asphalt binders evaluated by atomic force microscopy.” J. Microsc., 245(2), 119–128.
Drelich, J., Tormoen, G. W., and Beach, E. R. (2004). “Determination of solid surface tension from particle-substrate pull-off forces measured with the atomic force microscope.” J. Colloid Interface Sci., 280(2), 484–497.
Grierson, D. S., Flater, E. E., and Caprick, R. W. (2005). “Accounting for the JKR-DMT transition in adhesion and friction measurements with atomic force microscopy.” J. Adhes. Sci. Technol., 19(3–5), 291–311.
Griffith, A. A. (1921). “The phenomena of rupture and flow in solids.” Philos. Trans. R. Soc. London, Ser. A, 221, 163–198.
Hefer, A., and Little, D. (2005). “Adhesion in bitumen-aggregate systems and quantification of the effects of water on the adhesive bond. ICAR/505-1.” Research Project No. ICAR 505, International Center for Aggregates Research, Alexandria, VA.
Hui, C. Y., and Baney, J. M. (1998). “Contact mechanics and adhesion of viscoelastic spheres.” Langmuir, 14(22), 6570–6578.
Jäger, A., Lackner, R., Eisenmenger-Sittner, C. H., and Blad, R. (2004). “Identification of four material phases in bitumen by atomic force microscopy.” Road Mater. Pavement Des., 5, 9–24.
Jones, D. R. (1993). “SHRP materials reference library, asphalt cements: A concise data compilation.” Technical Rep. SHRP-A-645, Strategic Highway Research Program, National Research Council, Washington, DC.
Kringos, N., Birgisson, B., Frost, D. and Wang, L., eds. (2013). “Multi-scale modeling and characterization of infrastructure materials.” Proc., 2013 Int. RILEM Symp., Springer, Dordrecht, 273–284.
LabView Signal Express [Computer software]. Austin, TX, National Instruments Corporation.
Lu, P. (2012). “Development of an AFM-based fracture test for asphalt film thickness dependence of viscoelastic fracture.” M.Sc. thesis, Chemical Engineering, Univ. of Wyoming, Laramie, WY.
Maugis, D. (1992). “Adhesion of spheres: The JKR-DMT transition using a dugdale model.” J. Colloid Interface Sci., 150(1), 243–269.
Maugis, D., and Barquins, M. (1978). “Fracture mechanics and the adherence of viscoelastic bodies.” J. Phys. D: Appl. Phys., 11(14), 1989–2023.
Miknis, F. P., Pauli, A. T., Beemer, A., and Wilde, B. (2005). “Use of NMR imaging to measure interfacial properties of asphalts.” Fuel, 84(9), 1041–1051.
NanoRoute-3D [Computer software]. Madison, WI, Mad City Labs.
Packham, D. E. (1996). “Work of adhesion: Contact angles and contact mechanics.” Int. J. Adhes. Adhes., 16(2), 121–128.
Pauli, A. T., Grimes, R. W., Beemer, A. G., Turner, T. F., and Branthaver, J. F. (2011). “Morphology of asphalts, asphalt fractions and model wax-doped asphalts studied by atomic force microscopy.” Int. J. Pavement Eng., 12(4), 291–309.
Pauli, A. T., Grimes, W., Huang, S. C., and Robertson, R. E. (2003). “Surface energy studies of asphalts by AFM.” Am. Chem. Soc. Div. Fuel Chem. Preprints, 48(1), 14–18.
Petersen, J. C., et al. (1994). SHRP-A-367, binder characterization and evaluation, Vol. 1, Strategic Highway Research Program, National Research Council, Washington, DC.
Schmets, A., Kringos, N., Pauli, T., Redelius, P., and Scarpas, A. (2010). “On the existence of wax induced phase separation in bitumen.” Int. J. Pavement Eng., 11(6), 555–563.
Sedin, D. L., and Rowlen, K. L. (2000). “Adhesion forces measured by atomic force microscopy in humid air.” Anal. Chem., 72(10), 2183–2189.
Shull, K. R. (2002). “Contact mechanics and the adhesion of soft solids.” Mater. Sci. Eng. R, 36(1), 1–45.
Sourty, E. D., Tamminga, A. Y., Michels, M. A. J., Vellinga, W.–P., and Meijer, H. E. H. (2011). “The microstructure of petroleum vacuum residua for bituminous concrete: A microscope approach.” J. Microsc., 241(2), 132–146.
Tarefder, R. A., and Zaman, A. M. (2010). “Nanoscale evaluation of moisture damage in polymer modified asphalts.” J. Mater. Civ. Eng., 714–725.
Tarefder, R. A., Zaman, A. M., and Uddin, W. (2010). “Determining hardness and elastic modulus of asphalt by nanoindentation.” Int. J. Geomech., 10(3), 106–116.
Wang, M. (2012). “Development of an AFM-based fracture test for bituminous materials: Rate-dependence of viscoelastic fracture.” M.Sc. thesis, Chemical Engineering, Univ. of Wyoming, Laramie, WY.
Zhang, H. L., Wang, H. C., and Yu, J. Y. (2011). “Effect of aging on morphology of organo-montmorillonite modified bitumen by atomic force microscopy.” J. Microsc., 242(1), 37–45.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 12December 2014

History

Received: May 6, 2013
Accepted: Dec 6, 2013
Published online: Dec 9, 2013
Discussion open until: Nov 18, 2014
Published in print: Dec 1, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Western Research Institute, 365 North 9th St., Laramie, WY 82072 (corresponding author). E-mail: [email protected]
Will Grimes [email protected]
Western Research Institute, 365 North 9th St., Laramie, WY 82072. E-mail: [email protected]
Alec Cookman [email protected]
Western Research Institute, 365 North 9th St., Laramie, WY 82072. E-mail: [email protected]
Shin-Che Huang, M.ASCE [email protected]
Western Research Institute, 365 North 9th St., Laramie, WY 82072. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share