Technical Papers
Jul 8, 2013

Effect of Surface Friction on Tire–Pavement Contact Stresses during Vehicle Maneuvering

Publication: Journal of Engineering Mechanics
Volume 140, Issue 4

Abstract

Accurate modeling of tire–pavement contact behavior plays an important role in the analysis of pavement performance and vehicle stability control. A three-dimensional (3D) tire–pavement interaction model was developed using the FEM to analyze the forces and contact stresses generated during vehicle maneuvering (free rolling, braking/acceleration, and cornering). A pneumatic radial-ply tire structure with rubber and reinforcement was simulated. The steady-state, tire-rolling process was simulated using an Arbitrary Lagrangian Eulerian (ALE) formulation. An improved friction model that considers the effect of sliding speed on friction coefficients was implemented to analyze the effects of pavement surface friction on contact stresses, friction forces, and cornering forces. The results showed that the magnitudes and nonuniformity of contact stresses are affected by vehicle-maneuvering conditions. As the pavement surface friction increases, the tangential tire–pavement contact stresses at various rolling conditions (free rolling, braking/acceleration, and cornering) and the vertical contact stresses at the cornering condition increase. It is reasonable to use the constant friction coefficient when predicting tire–pavement contact stresses at the free-rolling condition or at the cornering condition with small slip angles. However, it is important to use the sliding-velocity–dependent friction model when predicting the friction force at tire braking.

Get full access to this article

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

References

ABAQUS 6.10 [Computer software]. Providence, RI, SIMULIA.
Anghelache, G., and Moisescu, R. (2012). “Measurement of stress distributions in truck tyre contact patch in real rolling conditions.” Veh. Syst. Dyn., 50(12), 1747–1760.
Dorsch, V., Becker, A., and Vossen, L. (2002). “Enhanced rubber friction model for finite element simulations of rolling tyres.” Plast. Rubbers Compos., 31(10), 458–464.
Ghoreishy, M. H. R., Malekzadeh, M., and Rahimi, H. (2007). “A parametric study on the steady state rolling behaviour of a steel-belted radial tyre.” Iran. Polym. J., 16(8), 539–548.
Hall, J. W., Smith, K. L., Titus-Glover, L., Wambold, J. C., Yager, T. J., and Rado, Z. (2006). NCHRP web-only document 108: Guide for pavement friction, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
Hambleton, J. P., and Drescher, A. (2009). “Modeling wheel-induced rutting in soils: Rolling.” J. Terramechs., 46(2), 35–47.
Henry, J. J. (2000). Evaluation of pavement friction characteristics: A synthesis of highway practice. NCHRP Synthesis 291, National Academy Press, Washington, DC.
Hertz, H. (1883). “Über die Verteilung der Druckkrifte in einem elastischen Kreiszylinder.” Zeitschrift für Mathematik und Physik, B. G. Teubner, Leipzig, Germany, 28 (in German).
Hughes, T. J. R., Liu, W. K., and Zimmermann, T. K. (1981). “Lagrangian–Eulerian finite element formulation for incompressible viscous flows.” Comput. Methods Appl. Mech. Eng., 29(3), 329–349.
Knothe, K., Wille, R., and Zastrau, B. W. (2001). “Advanced contact mechanics—Road and rail.” Veh. Syst. Dyn., 35(4–5), 361–407.
Kummer, H. (1966). Unified theory of rubber and tire friction, Engineering Research Bulletin B-94, Pennsylvania State Univ., State College, PA.
Laursen, A., and Stanciulescu, I. (2006). “An algorithm for incorporation of frictional sliding conditions within a steady state rolling framework.” Commun. Numer. Methods Eng., 22(4), 301–318.
Meng, L. (2002). “Truck tire/pavement interaction analysis by the finite element method.” Ph.D. dissertation, Michigan State Univ., East Lansing, MI.
Nackenhorst, U. (2004). “The ALE-formulation of bodies in rolling contact—Theoretical foundations and finite element approach.” Comput. Methods Appl. Mech. Eng., 193(39–41), 4299–4322.
Oden, J. T., and Martins, J. A. C. (1985). “Models and computational methods for dynamic friction phenomena.” Comput. Meth. Appl. Mech. Eng., 52(1–3), 527–634.
Pacejka, H. B. (2006). Tyre and vehicle dynamics, 2nd Ed., Butterworth-Heinemann, Oxford, U.K.
Pottinger, M. G. (1992). “The three-dimensional contact patch stress field of solid and pneumatic tires.” Tire Sci. Technol., 20(1), 3–32.
Savkoor, A. R. (1986). “Mechanics of sliding friction of elastomers.” Wear, 113(1), 37–60.
Shoop, S. A. (2001). “Finite element modeling of tire-terrain interaction.” Ph.D. dissertation, Univ. of Michigan, Ann Arbor, MI.
Tielking, J. T., and Roberts, F. L. (1987). “Tire contact pressure and its effect on pavement strain.” J. Transp. Eng., 56–71.
Wang, H., and Al-Qadi, I. L. (2009). “Combined effect of moving wheel loading and three-dimensional contact stresses on perpetual pavement responses.” Transp. Res. Rec., 2095, 53–61.
Wang, H., and Al-Qadi, I. L. (2010). “Evaluation of surface-related pavement damage due to tire braking.” Road Mater. Pavement Des., 11(1), 101–121.
Wong, J. Y. (1993). Theory of ground vehicles, Wiley, New York.
Wriggers, P. (2002). Computational contact mechanics, Wiley, West Sussex, U.K.
Zhang, X. (2001). “Nonlinear finite element modeling and incremental analysis of a composite truck tire structure.” Ph.D. dissertation, Concordia Univ., Montreal, QC, Canada.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 4April 2014

History

Received: Mar 14, 2012
Accepted: Jul 5, 2013
Published online: Jul 8, 2013
Published in print: Apr 1, 2014
Discussion open until: Jun 2, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Hao Wang, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Rutgers Univ., Piscataway, NJ 08854 (corresponding author). E-mail: [email protected]
Imad L. Al-Qadi, Dist.M.ASCE [email protected]
Founder, Professor of Engineering, Director, Dept. of Civil and Environmental Engineering, Illinois Center for Transportation, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801. E-mail: [email protected]
Ilinca Stanciulescu [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77251. 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