IBP2533_11 O TIPO DE MODELAÇÃO DOS PNEUS DOS VEÍCULOS PESADOS NA AVALIAÇÃO DO DESEMPENHO DOS PAVIMENTOS

Road pavements have been designed to support the design traffic which is composed by different type of vehicles with different axle configurations, load magnitudes, wheel types and tire inflation pressures. Traffic loads are the major source of pavement damage by causing fatigue, which leads to cracking and permanent deformation. Heavy vehicles do not cause equal damage because the differences in wheel loads, number and location of axles, types of suspensions and tires. Furthermore, the damage is specific to the pavement properties, operating conditions and environmental factors. This research proposes a model for predicting the mechanical behaviour of flexible pavement subjected to heavy load vehicle with dual-tire configuration using a numerical simulation. An elastic finite element model in three dimensions (3D) was developed to analyze the influence of a heavy vehicle with dual-tire configuration featuring 245 mm wide on each tire. This research studied three configurations of contact pressure considering the following pressures: 700, 800, 900, 1200 and 1500 kPa. The results show that it is possible to observe significant differences in the state of stress/strain on the pavement, especially on the surface which is responsible for cracking originating at the surface. The simulation model present here will be useful for future pavement design and material selection.