Abstract

ABSTRACT It is estimated that to overcome rolling resistance (RR) a typical vehicle, on average, consumes 4152 MJ/119 L of fuel annually, depending not only on vehicle-related factors but also on pavement-related factors. A slight improvement in surface properties may thus decrease fuel consumption, bringing substantial long-term socioeconomic benefits per capita per country. This aligns with ever-tighter limits on CO2 in the European Union (95 g/km until 2021), fostering sustainable construction and exploitation of tires and pavements. This paper outlines a newly developed multiscale three-dimensional numerical methodology to quantify texture-dependent RR due to indentation of aggregates into viscoelastic tread compound. It consists of a microscale tread block single-aggregate model and a macroscale car tire finite element model, rolling in a steady-state mode over a rigid smooth surface. Microscale interaction rates are deduced from the macroscale model. Tread compound is simulated by application of a time-dependent, linear, viscoelastic model. The microscale simulations enabled quantification of RR induced by an arrangement of surface aggregates. The outlined texture-dependent RR estimates are based on contact force moment around the contact patch center. The computed contact force results show a significant peak of normal force due to viscoelastic and inertia effects at the onset of the tire–surface contact phase, followed by a gradually decreasing/relaxing stress region with a sudden release at the end of the interaction. The contact forces seem to be of a reasonable distribution and magnitude. The proposed approach allows prediction of RR losses due to compressive forces at the microscale. Macro-distortional RR (which is not the subject of this paper) would then have to be added to find the total tire-related RR.

Highlights

  • In view of an escalating transportation demand, in the USA and Europe, everstricter regulatory emission limits (95 g/km by 2021 in the EU) are being enforced by governments all over the world to minimize detrimental impact on the quality of life

  • The computational technique described above has been applied to evaluate the compressive contact forces between a tread compound block and a hemispherical stone of 5mm radius indenting into a rubber by 0.761 mm, 0.672 mm, 0.642 mm, 0.650 mm, 0.645 mm, respectively at 20 kph, 40 kph, 60 kph, 80 kph and 100 kph

  • It can be seen that due to stiffening of the compound at higher loading rates (40, 60, 80, 100 kph), the average contact forces at these velocities are greater in magnitude by around 27% compared with 20 kph, at which speed the rubber has a longer time to relax

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Summary

Introduction

In view of an escalating transportation demand, in the USA and Europe, everstricter regulatory emission limits (95 g/km by 2021 in the EU) are being enforced by governments all over the world to minimize detrimental impact on the quality of life. A 3-D FE model utlizing the Abaqus/Explicit solver has been used to investigate contact forces between a tread block and a stone in order to deduce micro-distortional RR.

Results
Conclusion
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