董欣, 邹云峰. 扰流板对分离泡诱导下平屋盖表面风荷载的影响研究[J]. 工程力学, 2022, 39(1): 59-68. DOI: 10.6052/j.issn.1000-4750.2020.12.0872
引用本文: 董欣, 邹云峰. 扰流板对分离泡诱导下平屋盖表面风荷载的影响研究[J]. 工程力学, 2022, 39(1): 59-68. DOI: 10.6052/j.issn.1000-4750.2020.12.0872
DONG Xin, ZOU Yun-feng. EFFECTS OF SPOILER ON WIND LOAD OF FLAT ROOFS EXPOSED TO SEPARATION BUBBLE[J]. Engineering Mechanics, 2022, 39(1): 59-68. DOI: 10.6052/j.issn.1000-4750.2020.12.0872
Citation: DONG Xin, ZOU Yun-feng. EFFECTS OF SPOILER ON WIND LOAD OF FLAT ROOFS EXPOSED TO SEPARATION BUBBLE[J]. Engineering Mechanics, 2022, 39(1): 59-68. DOI: 10.6052/j.issn.1000-4750.2020.12.0872

扰流板对分离泡诱导下平屋盖表面风荷载的影响研究

EFFECTS OF SPOILER ON WIND LOAD OF FLAT ROOFS EXPOSED TO SEPARATION BUBBLE

  • 摘要: 通过风洞测压试验,研究对比了设置扰流板前后,分离泡诱导下平屋盖表面风压特性的变化;基于此,分析了扰流板作用机理,并给出了扰流板的推荐倾角。研究了平屋盖表面风压分布及统计值的变化,结果表明:设置扰流板后,除迎风前缘附近,屋面平均和脉动风压均减小;分离区内风压偏度和峰度值显著降低,非高斯脉动特性减弱。探讨了扰流板对于顺风向和横风向风压相关特性的影响:顺风向风压相关性减弱;横风向风压相关性的减弱仅体现在迎风前缘附近。给出了平屋盖表面风荷载整体合力(矩)的变化,发现当扰流板倾角为0°、10°和20°时,整体合力均值分别减小6.3%、8.2%和6.6%;倾覆力矩均值分别减小18.2%、21.9%和23.3%。基于所得风荷载,对平屋盖整体结构进行静力响应分析,发现设置扰流板将减小主体结构柱底轴力、柱底弯矩和跨中位移,最大降幅分别为13.1%、15.6%和10.1%。综合风压统计值、风压相关性、整体合力和内力响应指标,指出分离泡诱导下,所考察工况范围内的平屋盖表面扰流板推荐倾角为10°。

     

    Abstract: Through wind tunnel test, wind pressure characteristics of flat roofs exposed to separation bubble with or without spoilers were investigated and compared. Based on this, the mechanism of the spoiler for reducing wind-induced effect and the recommended inclination were given. Distribution and statistics of wind pressures were demonstrated. It is shown that the mean and fluctuating pressures are reduced by setting the spoilers, except those near the leading edge. In the separated region, the skewness and kurtosis of wind pressures significantly decrease, which implies the less obvious non-Gaussian nature. The influence of spoilers on wind pressure correlation was analyzed. It is observed that the longitudinal correlation attenuates dramatically, while the degenerative transverse correlation only occurs near the leading edge. The variation of total uplift forces and overturning moment were given. For the spoilers with inclination of 0°, 10° and 20°, the total mean uplift forces are decreased by 6.3%, 8.2% and 6.6% respectively, the total mean overturning moment are decreased by 18.2%, 21.9% and 23.3% respectively. With the obtained wind loads, the static response analysis was conducted. It is demonstrated that the axial force at the column bottom, the moment at the column bottom and the displacement at the roof center can be reduced by up to 13.1%, 15.6% and 10.1% respectively. Based on the statistics, the correlation, the total force, and the structural internal force, the recommended inclination of spoilers on flat roofs is 10° within the investigated scope.

     

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