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Simulation study on surface dynamic water pressure of bridge deck pavement

机译:桥式甲板路面表面动感水压仿真研究

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The dynamic water pressure will be caused at the surface of the bridge deck pavement when high-speed wheel load drive through. On the one hand, it can reduce the anti-sliding performance of the surfacing layer which is not conducive to traffic safety, on the other hand, dynamic water pressure will continuously scour pavement material and degrade the material performance. In order to explore the formation and evolution laws of dynamic water pressure on the pavement surface, analysis the factors influence on dynamic water pressure, the finite element method was used to establish the simulation calculation model, and the influence factors such as the water film thickness, different speed of wheel load and tire pattern depth were considered. The main conclusions are as follows: The finite element method to calculate the tire ground area and the vertical displacement can give reasonable geometry size of the tire in the computational fluid domain; the wheel drives through at high speed to squeeze the water at the surface. The tire pattern cannot discharge the water under the tire quickly, and most of the water that is stuck in the grounding area forms the dynamic water pressure. The value of the dynamic water pressure is positively correlated with the wheel load speed and the water film thickness. When the speed is 100km/h, the maximum dynamic water pressure is about 0.272MPa.
机译:当高速轮载荷驱动器通过时,动态水压将在桥式甲板路面的表面引起。一方面,它可以降低堆焊层的防滑动性能,这些层不利于交通安全,另一方面,动态水压将连续地缝制路面材料并降低材料性能。为了探索地面表面上动态水压的形成和演化规律,分析因素对动态水压的影响,使用有限元方法来建立模拟计算模型,以及水膜厚度的影响因素,考虑了不同的车轮载荷和轮胎图案深度的速度。主要结论如下:计算轮胎接地面积的有限元方法和垂直位移可以在计算流体域中提供足够的几何形状尺寸;车轮以高速驱动,以挤压表面的水。轮胎图案不能快速排出轮胎下的水,并且大部分粘在接地区域的水形成动态水压。动态水压的值与车轮负荷速度和水膜厚度呈正相关。当速度为100km / h时,最大动态水压约为0.272MPa。

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