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This paper provides a summary of the findings on an ontario study focussing on the operational characteristics of wide-base tires and their impact on pavements. wide-base tires are compared to those of conventional dual tires in terms of their allowable load limits, inflation pressures and fuel economy. information for this part of the study was collected to a large extent from tire and trucking industry surveys. it is concluded that the operation of wide-base tires can be an economically feasible alternative in spite of their lower allowable load limits. a review of available literature indicates that without exception, wide-base tires are more damaging than conventional dual tires. depending on the criteria and method used, respective equivalent loads range from 44 to 7n kn versus the standards 80 kn axle load on conventional dual tires. for the covering abstract of the conference see irrd 807058.
Current operating practice in the trucking industry related to tire pressures and truck tires are summarized. Findings of recent (since 1987) pertiment pavement performance research including both full-scale and analytical pavement response and performance studies are discussed. Pertinent findings developed in previous literature reviews are also included. Regulatory approaches developed by the various states based on information from a telephone survey conducted during July and August 1991 are included. Economic analyses are used to compare the increased annualized bituminous pavement rehabilitation costs with trucking industry benefits. Recommendations regarding the regulation of wide-base truck tires are presented.
Wide base single (WBS) tires are truck tires with an extra wide profile designed to carry the same load as two narrower tires that make up the conventional dual tire assembly found on most heavy trucks. This report outlines some of the potential applications, economic benefits, and future trends in the use of WBS tires. A survey was conducted of both the manufacturers and users of wide base single tires to examine the current and future applications of these tires in central Canada. Three brands of wide base single tires were then selected to measure their side force and alignment moment characteristics.
This document presents the findings obtained in a comparative study of conventional and wide base radial truck tires. The primary objective of the study was an assessment of the effect on highway safety when heavy trucks operate on wide base single tires instead of conventional dual tires. The study included laboratory and field tests conducted by the Texas Transportation Institute during the calendar years 1990 and 1991. The research focused on two aspects of tire performance relevant to highway safety, stopping distance and dynamic hydroplaning. The study conclusion was that the adoption of wide base radial truck tires will not adversely impact highway safety.
Tires are considered one of the most important components of ground vehicles as they are the only link between the chassis and ground. They support the vehicle weight and cushion road surface irregularities to provide a comfortable ride. Tires are designed in a way that provide necessary tractive, braking, and cornering forces to form a safe and stable ride for ground vehicles. Recent advancements in computerized and virtual modeling provided an efficient methodology for accurate prediction of tire characteristics. In this thesis Finite Element Analysis (FEA) is employed as a method to accurately construct a new virtual wide-base tire model, validate it, and then study rolling resistance of the tire on a hard surface. This thesis includes tire-soil interaction and effects of soil on tires rolling resistance. To accurately study rolling resistance on soft soil, various soil models are created by using FEA and Smoothed Particle Hydrodynamics (SPH), as a representative of dry sand soil. Soil models are calibrated by using shear-displacement and pressure-sinkage simulation tests. The simulation results are then compared to published data. Also, the created soil models are compared to each other to determine the optimum one based on computational time efficiency and accuracy. SPH, as the accurate current method for soil modeling, has long computational solving time. In this thesis FEA/SPH hybrid soil models are studied and modified to achieve lower computational solving time while having the desirable accuracy. Rolling resistance of tire on each soil model is carried out through various loads and inflation pressures and the simulation results are compared to physical test results to examine the accuracy of each soil model. The new hybrid soil model created in this thesis reduces the computational CPU time almost by half and slightly increases accuracy compared to full SPH soil model.