Canadian Journal of Civil Engineering · 2013 · 22 citations · 4 references
EngineeringCivil EngineeringMaterials EngineeringFinite Element AnalysisMechanical Behavior Of MaterialsPavement EngineeringAsphalt MaterialsPavement DesignPavement MaterialsPavement Performance AnalysisPavement Structural AnalysisTire MechanicsAsphalt ConcreteContact Pressure DistributionContact Stress AnalysisLinear Elastic AnalysisPavement Response AnalysisPavement Response ModelingStress DistributionStress Distribution In Pavement Layers
This paper examines the effect of tire footprint and contact stress distribution under various combinations of tire pressures and tire loads on the pavement response through 3-D finite element static analysis with linear elastic material model. Analyzed footprints include a field-measured footprint and two cases of simplified ones. Our results indicate that factors including tire load, the distribution of contact stress, and the shape of footprint will affect the tensile strains at the bottom of the asphalt concrete layer as well as the compressive strains on the top of the subgrade. However, the compressive strains on the top of the subgrade are more sensitive to tire load than the shape of footprint. The research demonstrated that pavement response analysis could be carried out using field-measured footprints instead of the simplified approximations. Reduced tire pressure was effective in reducing the tensile strains at the bottom of asphalt concrete layer, but did not decrease significantly the compressive strains at the top of the subgrade.
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