Technical Papers
Sep 7, 2015

Hyperelastic Modeling of Wide-Base Tire and Prediction of Its Contact Stresses

Publication: Journal of Engineering Mechanics
Volume 142, Issue 2

Abstract

Description of tire model development using the finite element (FE) method is presented. Three-dimensional tire-pavement contact stresses were predicted for braking, traction, and free rolling using the FE method. Measured load-deflection curves, contact area, and contact stresses were used for model outcome validation. Slide-velocity-dependent friction and accurate input regarding geometry and material properties were considered. The developed tire model, which helped in studying contact stresses variation in each direction, was used to explain the various phenomena taking place at the tire-pavement interface during straight-line rolling. The analysis matrix includes nine rolling conditions and various loads, tire inflation pressures, and speeds. Vertical contact stresses were not significantly affected by speed or slip ratio; however, contact stresses were greatly modified along the in-plane directions by rolling conditions. Analytical expressions were introduced to represent vertical and longitudinal contact stresses for full braking and full traction. Formulas are presented for low speed and full braking, which are relevant for roadway intersections design.

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Acknowledgments

The authors acknowledge the financial support of Texas Transportation Institute, Texas A&M University. This study used the Extreme Science and Engineering Discovery Environment (XSEDE), which is supported by National Science Foundation grant number ACI-1053575.

References

ABAQUS/Simulia [Computer software]. Natick, MA, Dassault Systemes.
Al-Qadi, I. L., and Yoo, P. J. (2007). “Effect of surface tangential contact stresses on flexible pavement response.” J. Assoc. Asphalt Paving Technol., 76, 663–692.
Belytschko, T., Lie, W. K., and Moran, B. (2000). Nonlinear finite elements for continua and structures, Wiley, Chichester, U.K.
Berger, M. (1959). “Kinematics of a rolling tire and its application to tire performance.” J. Appl. Polymer Sci., 2(5), 174–180.
Clark, S. K., ed. (1971). Mechanics of pneumatic tires, Department of Commerce, Washington, DC.
Ghoreishy, M. H. R. (2008). “A state of the art review of the finite element modelling of rolling tyres.” Iran. Polym. J., 17(8), 571–597.
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.
Gruber, P., and Sharp, R. S. (2012). “Shear forces in the contact patch of a braked-racing tyre.” Veh. Syst. Dyn., 50(12), 1761–1778.
Gruber, P., Sharp, R. S., and Crocombe, A. D. (2012). “Normal and shear forces in the contact patch of a braked racing tyre. 1: Results from a finite-element model.” Veh. Syst. Dyn., 50(2), 323–337.
Guo, K., and Lu, D. (2007). “UniTire: Unified tire model for vehicle dynamic simulation.” Veh. Syst. Dyn.: Int. J. Veh. Mech. Mobility, 45(S1), 79–99.
Hernandez, J., Gamez, A., Al-Qadi, I., and De Beer, M. (2014). “Introducing an analytical approach for predicting 3d tire-pavement contact load.”, Transportation Research Board, Washington, DC, 75–84.
Kato, S., and Matsubayashi, T. (1970). “On the dynamic behavior of machine tool slideway: 1st report, characteristics of static friction in stick-slip motion.” Bull. JSME, 13(55), 170–179.
Kato, S., Sato, N., and Matsubayashi, T. (1972). “Some considerations on characteristics of static friction of machine tool slideway.” J. Tribol., 94(3), 234–247.
NAPA. (2013). “Perpetual pavement.” 〈http://www.asphaltpavement.org〉 (Jan. 13, 2015).
Oden, J. T., and Martins, J. A. C. (1985). “Computational physics models and computational methods for dynamic friction phenomena.” Comput. Methods Appl. Mech. Eng., 52(1–3), 527–634.
Wang, H., Al-Qadi, I. L., and Stanciulescu, I. (2012). “Simulation of tyre-pavement interaction for predicting contact stresses at static and various rolling conditions.” Int. J. Pavement Eng., 13(4), 310–321.
Wang, H., Al-Qadi, I. L., and Stanciulescu, I. (2014). “Effect of surface friction on tire-pavement contact stresses during vehicle maneuvering.” J. Eng. Mech., 04014001.
Wang, Y. S., and Wu, J. (2009). “Numerical analysis on the steady-state rolling of load-carrying tire.” 2nd Int. Conf. on Intelligent Computation Technology and Automation, IEEE Computer Society, New York, NY, 566–569.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 2February 2016

History

Received: Jan 22, 2015
Accepted: Jul 24, 2015
Published online: Sep 7, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 7, 2016

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Authors

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Jaime A. Hernandez, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Imad L. Al-Qadi, Dist.M.ASCE
Founder Professor of Engineering, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

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