Characterising the stiffness and hysteresis of single and dual truck tyres
No Thumbnail Available
Date
2019
Authors
Magweba, Thabani Tafadzwa
Journal Title
Journal ISSN
Volume Title
Publisher
Abstract
High body accelerations in heavy vehicles can result in discomfort, injury and damage to
freight. In combination with the suspension, a tyre absorbs road shocks for the comfort of the
driver and passengers and ensures the integrity of freight. Heavy vehicles make use of either
single or dual truck tyres. The two configurations possess different stiffness and hysteresis or
damping characteristics. These stiffness and hysteresis characteristics influence the body
accelerations experienced (i.e. the ride). The purpose of this research project was to
characterise and compare the stiffness and hysteresis of single and dual truck tyres. Previous
research has modelled tyres as a simple spring and damper and as a rigid or flexible ring
connected to the hub with spring and damper elements with no hysteresis in both cases.
Models such as the FTire and SWIFT models can model hysteresis but are complicated, have
numerous parameters and require the purchase of expensive software. A custom-built rolling
road rig was employed to measure the tyre deflections and corresponding loads of a Dunlop
385/65 R22.5 single tyre and Dunlop 315/80 R22.5 dual tyres. A tyre model was developed
which included a characteristic deflection term to model hysteresis. The model was verified
and its parameters validated using static load-deflection tests, dynamic load-deflection tests
and stepped load response tests. The results confirmed that tyres exhibit hysteresis and the
proposed model fitted the experimental data well. It was shown that tyres possess a
characteristic deflection which is a measure of the spatial rate at which the force versus
displacement response transitions into a linear response. The dual configuration has a higher
average stiffness (loading - 2.550 kN/mm, unloading - 2.032 kN/mm) than the single
configuration (loading - 1.859 kN/mm, unloading - 1.553 kN/mm). When loading, the
average characteristic deflection was calculated to be~= 0.02403 mm (single), ~ = 0.02901
mm (dual) and when unloading~= 0.02349 mm (single),~= 0.02976 mm (dual).
Description
A research report submitted in partial fulfilment of the requirements for the degree of Master
of Science in Engineering to the Faculty of Engineering and the Built Environment, University of the Witwatersrand, 2019