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Numerical investigation of truck aerodynamics on several classes of infrastructures

机译:几类基础设施上卡车空气动力学的数值研究

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This paper describes the effect of different testing parameters (configuration of infrastructure and truck position on road) on truck aerodynamic coefficients under cross wind conditions, by means of a numerical approach known as Large Eddy Simulation (LES). In order to estimate the air flow behaviour around both the infrastructure and the truck, the filtered continuity and momentum equations along with the Smagorinsky-Lilly model were solved. A solution for these non-linear equations was approached through the finite volume method (FVM) and using temporal and spatial discretization schemes. As for the results, the aerodynamic coefficients acting on the truck model exhibited nearly constant values regardless of the Reynolds number. The flat ground is the infrastructure where the rollover coefficient acting on the truck model showed lowest values under cross wind conditions (yaw angle of 903), while the worst infrastructure studied for vehicle stability was an embankment with downward-slope on the leeward side. The position of the truck on the road and the value of embankment slope angle that minimizes the rollover coefficient were determined by successfully applying the Response Surface Methodology.
机译:本文通过一种称为大涡模拟(LES)的数值方法,描述了不同测试参数(基础设施的配置和道路上卡车位置的配置)对侧风条件下卡车空气动力学系数的影响。为了估计基础设施和卡车周围的气流行为,对滤波后的连续性和动量方程式以及Smagorinsky-Lilly模型进行了求解。通过有限体积法(FVM)以及使用时间和空间离散化方案,找到了这些非线性方程的解决方案。至于结果,不管雷诺数如何,作用在卡车模型上的空气动力学系数都显示出几乎恒定的值。平地是基础结构,作用在卡车模型上的侧翻系数在侧风条件下(偏航角为903)显示出最低的值,而为汽车稳定性而研究的最差的基础结构是在背风侧向下倾斜的路堤。通过成功应用响应面方法,可以确定卡车在道路上的位置以及使倾翻系数最小的路堤倾斜角的值。

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