覆冰后的管道悬索桥静气动性能研究
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1.宿迁学院 江苏 宿迁 223800;2.营口市海洋预警监测中心 营口市 115007

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国家自然科学基金,大跨轻窄悬索管道桥雷诺数效应及管道覆冰气动性能研究(51678115)


Research of Aerostatic Characteristic of Pipeline Suspension Bridge with Ice-accretion
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1.Suqian University;2.Yingkou Marine Early Warning and Monitoring Center

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    摘要:

    管道悬索桥覆冰后,外形与质量大幅改变,在风荷载作用下可能发生不稳定振动。本文通过改变管道直径、降雨量等影响因素,总结出圆管断面的覆冰形状形成过程,并以某管道悬索桥为研究背景,通过风洞试验,研究管道悬索桥加劲梁断面的静气动力特性及其雷诺数效应。结果表明:覆冰形状变化过程随管道覆冰厚度增加表现为月牙形→D形→扇形;月牙形覆冰对静三分力系数的影响很小,扇形覆冰则对其有较大影响;在雷诺数 0.89×10^5~1.45×10^5范围内,两种覆冰断面的静三分力系数均存在雷诺数效应,雷诺数大于1.45×10^5后雷诺数效应可忽略不计。

    Abstract:

    With ice accretion of the pipeline suspension bridge, the shape and quality of the suspension bridge will change significantly. Under wind load, unstable vibration may occur. In this paper, by changing the pipeline diameter, rainfall and other factors, the formation process of ice shape of the circular pipeline section is summarized. Taking one pipeline suspension bridge as the research background, the wind tunnel test is worked to study the aerodynamic characteristics of the stiffening girder section of the pipeline suspension bridge and its Reynolds number effect. The results of the study show that the ice shape change process with increasing of ice thickness is crescent shape→D shape→sector shape; The crescent-shaped ice has little effect on the static aerodynamic force coefficients, while the sector-shaped ice has a great impact on them;Within the range of Reynolds number 0.89×10^5~1.45×10^5, aerodynamic force coefficients of two typical sectional models with ice accretion have Reynolds number effect, and the Reynolds number effect is negligible when the Reynolds number is greater than 1.45×10^5.

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  • 收稿日期:2021-08-28
  • 最后修改日期:2021-11-01
  • 录用日期:2021-11-17
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