Test study on flow-induced rotation of tandem-linked double cylinder

被引:0
|
作者
Feng, Weipeng [1 ]
Yan, Xiang [1 ,2 ]
Ji, Chunning [1 ]
Liu, Fang [1 ]
Yao, Ye [3 ]
Yang, Xu [3 ]
Shao, Nan [4 ]
机构
[1] State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin,300072, China
[2] Key Laboratory of Comprehensive Simulation of Earthquake Engineering and Urban Rural Seismic Resilience, China Earthquake Administration, Tianjin,300072, China
[3] Marine Energy and Intelligent Construction Research Institute, Tianjin University of Technology, Tianjin,300384, China
[4] School of Water Conservancy and Hydroelectric Power, Hebei University of Engineering, Handan,056038, China
来源
关键词
Cylinders (shapes) - Oscillating flow - Vibration analysis - Vortex flow;
D O I
10.13465/j.cnki.jvs.2024.15.002
中图分类号
学科分类号
摘要
Here, the concept of tandem-linked double cylinder flow induced oscillation was proposed, the oscillation motion equation was established to analyze force and motion laws, the oscillation test device was built, and flow-induced rotation characteristics of tandem-linked double cylinder were explored based on indoor tests. The study could provide a reference for design of flow-induced vibration power generation equipment. It was concluded that tandem-linked double cylinder oscillation response exhibits a vortex-induced vibration pattern; the spacing ratio more largely affects oscillation amplitude and locking interval, when the spacing ratio is 4, the oscillation amplitude is the smallest and a re-growth zone appears in response, when the spacing ratio is 6, the amplitude is the largest, and when the spacing ratio is 8, the locking interval is the largest; system stiffness has a small impact on the trend of oscillation response, but differences among maximum amplitudes under different stiffness are obvious; the maximum arc length ratio A' in tests is 0. 98, it occurs under the stiffness condition of 1 400 N/m. © 2024 Chinese Vibration Engineering Society. All rights reserved.
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收藏
页码:11 / 21
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