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Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test

机译:基于新型气动对策的气动性能改进:仿真与风洞试验

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Flexible civil structures are prone to aerodynamic instabilities. such as long-span bridges and high-rise buildings, and wind-induced vibration is harmful to structural life-span and users' comfort. To address this issue, this study proposes a new aerodynamic countermeasure that is designed to improve the structural aerodynamic performance, i.e., adding a strip seam cover device (SSCD) on the surface of a structure, and the influence of the device on the aerostatic performance of the main structure is presented. Taking the box girder of long-span bridges, for example, the effectiveness and influence factors of the proposed device are investigated in detail. First, the proposed device is introduced and three aerostatic force coefficients are selected as the evaluation indices for the SSCD's effectiveness. Second, the typical streamlined box-girder sectional model of bridges with and without the additional device is compared respectively based on the two-dimensional (2D) computational fluid dynamics (CFD) simulation technique. Results show the bridge girder's pitch moment coefficients can be decreased efficiently. In addition, influences of gap distance (i.e., 30 cm, 60 cm, 90 cm, and 120 cm) between the device and the bridge girder, effective width (i.e., 50 cm, 60 cm, 90 cm, and 180 cm), and void ratio (i.e., 1:5, 1:3, 1:2, 1:1, 2:1, and 5:1) of seams are investigated based on wind tunnel tests. Results of the same cases based on the experiment and CFD simulation are very close, showing the accuracy of the simulation and experiment. Experimental results show that the gap distance is recommended to be 60 to 90 cm, the effective width is 90 cm, and the void ratio is recommended to be a value larger than 1:1. In this case, the pitch moment value and the slope of the curve for the pitch moment coefficient versus wind attack angle are efficiently reduced, which is beneficial for improving the critical wind speed of aerostatic torsional divergence and aerostatic stability. The proposed device can be used to improve the aerostatic and aerodynamic performances of buildings, bridges, and some other structures; moreover, its potential application in the control of vortex-induced vibration is found preliminarily, which will be reported in further study. (C) 2021 American Society of Civil Engineers.
机译:柔性土木结构容易出现空气动力学不稳定。如大跨度桥梁和高层建筑,风致振动对结构寿命和使用者的舒适度有害。针对这一问题,本文提出了一种旨在提高结构气动性能的气动对策,即在结构表面增加条形接缝覆盖装置(SSCD),并给出了该装置对主体结构气动性能的影响。以大跨度桥梁箱梁为例,详细研究了所提装置的有效性和影响因素。首先,介绍了所提出的装置,并选取了3个气动静力系数作为SSCD有效性的评价指标;其次,基于二维计算流体力学(CFD)仿真技术,分别比较了有和无附加装置的典型流线型箱梁截面模型;结果表明:可以有效降低桥梁的弯距力矩系数。此外,还基于风洞试验研究了装置与桥梁之间的间隙距离(即30 cm、60 cm、90 cm和120 cm)、有效宽度(即50 cm、60 cm、90 cm和180 cm)和缝隙率(即1:5、1:3、1:2、1:1、2:1和5:1)的影响。基于实验和CFD仿真的相同案例的结果非常接近,显示了仿真和实验的准确性。实验结果表明,间隙距离建议为60-90 cm,有效宽度为90 cm,空隙比建议值大于1:1。在这种情况下,俯仰力矩值和俯仰力矩系数与风攻角曲线的斜率被有效减小,有利于提高气动静力扭转散度的临界风速和气动稳定性。该装置可用于改善建筑物、桥梁和其他一些结构的气动和气动性能;此外,初步发现了其在涡激振动控制中的潜在应用,并将在进一步的研究中报道。(C) 2021 年美国土木工程师协会。

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