Autonomous Rail Rapid Transit (ART) systems subject pavements to exceptional loading conditions that represent primary mechanisms of structural deterioration. Accurate characterization of tire-pavement dynamic contact stresses is essential for structural analysis and performance prediction of ART pavement. Conventional asphalt pavement analysis relies on simplified static uniform circular load assumptions, systematically neglecting dynamic loading characteristics and non-uniform contact stress distributions. Current methodologies inadequately capture the coupled effects of vehicle dynamics and heavy-load amplification factors. This study employs integrated finite element-TruckSim co-simulation to quantify three-dimensional non-uniform contact stress fields under static, steady-state, and emergency braking scenarios for ART vehicles. The coupled modeling framework incorporates vehicle dynamics corrections to establish comprehensive tire-pavement interaction characterization. Results demonstrate that three-dimensional tire-pavement contact forces exhibit parabolic-to-trigonometric distribution patterns across the contact interface. Under static conditions, axle load exerts dominant influence over contact force magnitude, substantially exceeding tire pressure effects. Contact forces show minimal sensitivity to velocity variations during steady-state operation, while emergency braking induces significant stress amplification up to 13.0%, with heavy-load configurations substantially intensifying stress concentration phenomena. The validated triaxial contact stress functions provide enhanced predictive capabilities for heavy-duty pavement design applications, with potential applications extending to industrial pavement systems under concentrated loading regimes.
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