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Numerical and experimental study on wind environment at near tower region of a bridge deck

机译:桥面塔架附近风环境的数值与实验研究。

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摘要

The Large Eddy Simulation (LES) turbulence model was used to investigate the wind environment over the deck near bridge tower and was verified using the wind tunnel tests. Compared with the wind tunnel tests, the computational fluid dynamics (CFD) approach was more convenient for the investigations of the local wind field. It was found that the influence of bridge tower on the wind flow can increase rapidly the wind speed on vehicles while bearing off a narrow zone near the tower. The dangerous situation can be effectively compromised by installing a proper local windshield barrier (WSB) with varying heights and porosity ratios along the bridge span. The length of the influence region of tower on the wind environment over the bridge deck was about 7 times of the tower width, implying a proper length of local windshield barriers on each side of the tower. Parametric studies demonstrated that the length of local WSB with different porosity ratios could affect the slope of equivalent wind speeds, indicating that the shorter the length of local WSB was, the rapider the wind speed of the tower influence region varied.
机译:大涡模拟(LES)湍流模型用于调查桥塔附近甲板上的风环境,并使用风洞测试进行了验证。与风洞试验相比,计算流体动力学(CFD)方法更方便于局部风场的研究。结果发现,桥塔对风的影响可以迅速增加车辆的风速,同时支撑塔附近的狭窄区域。可以通过在桥跨上安装适当的局部挡风玻璃屏障(WSB)来有效地危及这种危险,该屏障具有不同的高度和孔隙率。塔架对桥面上方风环境的影响区域的长度约为塔架宽度的7倍,这意味着塔架两侧的局部挡风玻璃屏障的长度适当。参数研究表明,不同孔隙度比的局部WSB的长度会影响等效风速的斜率,表明局部WSB的长度越短,塔筒影响区域的风速变化越快。

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