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Experimental study of vortex induced vibration response characteristics of a free-hanging riser under multi-degree-of-freedom motion of a platform
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Jing WANG1, 2, 3, Shi-xiao FU1, 2, 3, Meng-meng ZHANG1, 2, 3, Yu-wang XU1, 2, 3, Hao-jie REN1, 2, 3, Xue-peng FU1, 2, 3, Zhi-bo NIU1, 2, 3
Journal of Vibration Engineering | 2024, 37(12) : 2093 - 2102
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Journal of Vibration Engineering | 2024, 37(12): 2093-2102
Experimental study of vortex induced vibration response characteristics of a free-hanging riser under multi-degree-of-freedom motion of a platform
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Jing WANG1, 2, 3, Shi-xiao FU1, 2, 3, Meng-meng ZHANG1, 2, 3, Yu-wang XU1, 2, 3, Hao-jie REN1, 2, 3, Xue-peng FU1, 2, 3, Zhi-bo NIU1, 2, 3
Affiliations
  • 1State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200240,China
  • 2School of Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China
  • 3Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration,Shanghai 200240,China
Published: 2024-12-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.12.011
Outline
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The complex response of the ocean thermal energy conversion platforms in the marine environment makes the structural safety design of cold seawater intake pipes suspended beneath the platform a challenge. Recent research has shown that the in-plane motion of the platform (heave oscillation) triggers out-of-plane vortex-induced vibration (VIV) in the riser connected to the platform and the complex vortex vibration response can cause rapid accumulation of fatigue damage to the riser,resulting in structural damage. In this paper,we focus on the VIV response of a free-hanging riser under multi-degree-of-freedom motion,which has rarely been reported in previous studies. A pool model test to measure the VIV strain information of the riser using fiber-optic grating strain gauges is carried out. After analysis of the experimental results,it can be found that: the maximum oscillation velocity at a large KC number is the main parameter affecting the dominant frequency of the out-of-plane vortex vibration response; the dominant frequency of vibration at a small KC number is twice frequency of the motion of the top platform. By comparing the experimental and numerical results of the free-hanging riser under the three degrees of freedom motion of the platform,it is found that the influence of the VIV on the overall dynamic response of the free-hanging riser is not negligible in this case. These results can provide a reference for further research on the VIV of the free-hanging riser taking into account the influence of the platform motion.

vortex-induced vibration  /  free-hanging riser  /  model test  /  oscillatory flow field
Jing WANG, Shi-xiao FU, Meng-meng ZHANG, Yu-wang XU, Hao-jie REN, Xue-peng FU, Zhi-bo NIU. Experimental study of vortex induced vibration response characteristics of a free-hanging riser under multi-degree-of-freedom motion of a platform[J]. Journal of Vibration Engineering, 2024 , 37 (12) : 2093 -2102 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.12.011
Year 2024 volume 37 Issue 12
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doi: 10.16385/j.cnki.issn.1004-4523.2024.12.011
  • Receive Date:2022-11-28
  • Online Date:2026-02-12
  • Published:2024-12-28
Article Data
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  • Received:2022-11-28
  • Revised:2023-02-25
Funding
Affiliations
    1State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200240,China
    2School of Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China
    3Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration,Shanghai 200240,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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