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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >An investigation of the mechanisms causing large-amplitude wind-induced vibrations in stay cables using unsteady surface pressure measurements
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An investigation of the mechanisms causing large-amplitude wind-induced vibrations in stay cables using unsteady surface pressure measurements

机译:使用不稳定的表面压力测量,调查导致拉电缆中的大幅度风引起的振动

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Dry galloping has been observed on in-service bridges and has been reproduced in several wind tunnel experiments of inclined stay cables. In certain cases, the large-amplitude vibrations caused by dry galloping could not be mitigated with damping levels specified by the Post Tensioning Institute (PTI). Wind tunnel investigations were conducted for IHI Corporation on a 1:1 scale sectional model of an inclined bridge stay cable in the 3 m x 6 m Wind Tunnel at the National Research Council Canada in 2015. The purpose of the investigation was to reproduce large amplitude cable galloping, which had been observed at an existing cable-stayed bridge in Japan. The experiment was designed to investigate the influence of different damping levels and the ability of a 5 mm-diameter helical fillet to mitigate dry cable vibrations. The current work identified several important factors that contributed to dry galloping and large-amplitude cable motions. It was shown that the physical mechanisms leading to the onset of large-amplitude motion in the critical and supercritical Reynolds number regimes are distinct. In the critical Reynolds number regime, the drop in drag, increase in lift, and fluctuations in the laminar separation bubbles along the cable destabilize the low pressure lobes, allowing the changes in pressure along the cable to become synchronized with the cable motion in a highly-correlated manner. This type of galloping could not be mitigated with damping greater than that required by the PTI. At high Reynolds numbers, the boundary layer state changed and was associated with the upstream movement of the separation point and an asymmetric pressure distribution, !Carman vortex shedding re-emerged and appeared to combine with low-frequency variations to induce large-amplitude motion. The large-amplitude motion at high Reynolds numbers could be mitigated with additional damping.
机译:在服务的桥梁上观察到干燥疾驰,并在倾斜挡泥板的几个风洞实验中转载。在某些情况下,通过后张紧研究所(PTI)规定的阻尼水平,不能减轻由干疾病引起的大幅度振动。 2015年在加拿大国家研究委员会加拿大的3 MX 6米风隧道中的1:1规模的斜面剖面模型的IHI公司对IHI Corporation进行了调查。调查的目的是重现大幅度电缆疾驰,在日本现有的缆车座桥上被观察到。该实验旨在研究不同阻尼水平的影响和5毫米直径螺旋圆角的能力来减轻干电缆振动。目前的工作确定了有助于干疾病和大幅度电缆运动的几个重要因素。结果表明,导致临界和超临界雷诺数制度中的大幅度运动开始的物理机制是不同的。在临界雷诺数制度中,沿着电缆沿着电缆的升力增加,升力增加,以及沿着电缆的层间分离气泡的波动稳定,允许沿着电缆的压力变化,以便在高度中与电缆运动同步。被抚摸的方式。这种类型的疾驰无法减轻大于PTI所需的阻尼。在高雷诺数数字中,边界层状态改变并与分离点的上游运动和不对称压力分布相关联,!卡曼涡旋脱落重新出现并似乎与低频变化结合以引起大幅度运动。可以通过额外的阻尼来减轻高雷诺数的大幅度运动。

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