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WIND TUNNEL TESTS ON MOTION-INDUCED VORTEX VIBRATION

机译:风隧道试验动作诱导的涡流振动

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In 2009, a crack was discovered in the bracing member around the intermediate pier of Ikitsuki Bridge, a truss bridge in Nagasaki Prefecture, Japan. As a result of a field oscillation measurement by Nagasaki University, the main cause of the crack was identified as the Karman vortex-induced vibration. However, aerodynamic vibrations were also observed even in the wind speed range lower than the resonance wind speed of the Karman vortex-induced vibration. Conventionally, according to the result of a wind tunnel test using side ratios of B/D=2.0-8.0 (B: along-wind length, D: cross-wind length), the motion-induced vortex vibration caused by unification of the separated vortex from leading edge and the secondary vortex at trailing edge was recognized. However, considering the fact that the side ratio of the section of the bracing member of Ikitsuki Bridge is B/D=1.18, there has been a little past research on motion-induced vortex vibration on a rectangular cross section of B/D of less than 2. Therefore, the authors moved forward with a research of the motion-induced vortex vibration, focusing on the rectangular cross sections with small side ratios including B/D= 1.18. In order to clarify the generation of motion-induced vortex vibration, a spring-supported test and a smoke flow visualization test were conducted on the said cross sections. A possibility was shown that without the formation of the secondary vortex at trailing edge, a motion-induced vortex vibration might occur. Based on the wind tunnel test results, this research aimed to verify whether or not the secondary vortex at trailing edge is essential for the generation of motion-induced vortex vibration. As a result, it was found that it is considered that the secondary vortex at trailing edge is not always necessary not only for rectangular cross-sections with less than a side ratio of B/D=2, but also for a cross section similar to the rectangular cross section at both small amplitude range at the onset reduced wind speed of motion-induced vortex vibration and a comparatively large amplitude range where the maximum response amplitude of motion-induced vortex vibration occurs.
机译:2009年,在日本长崎县的桁架桥的Ikitsuki桥中级码头周围发现了裂缝。由于长崎大学的场振荡测量,裂缝的主要原因被确定为Karman涡旋诱发的振动。然而,即使在低于Karman涡旋诱导的振动的谐振风速的风速范围内也观察到空气动力学振动。传统上,根据使用B / D = 2.0-8.0(B:沿风长度,D:横向长度)的侧比的风隧道试验的结果,由统一分离的运动引起的涡流振动识别来自前缘的涡流和后缘处的次级涡流。然而,考虑到Ikitsuki桥的支撑构件的侧面的侧比是B / D = 1.18,有一点关于运动引起的涡流振动的研究,在B / D的矩形横截面上除此之外,作者向前迈进了运动引起的涡流振动的研究,聚焦在具有小侧比的矩形横截面,包括B / D = 1.18。为了阐明运动引起的涡流振动的产生,在所述横截面上进行弹簧支持的测试和烟雾性能可视化测试。有可能存在而不在后缘形成次级涡流,可能发生运动引起的涡流振动。基于风洞测试结果,该研究旨在验证后缘的次级涡流是否对于产生运动引起的涡流振动是必不可少的。结果发现,由于矩形横截面不仅需要矩形横截面,而且认为矩形横截面的次级涡流并不总是必需的,而且还不总是必要的,而是用于类似于的横截面两个小幅度范围内的矩形横截面起起到发病诱导的涡流振动的风速减小,以及运动引起的涡流振动的最大响应幅度的相对大的幅度范围。

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