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Frequency-domain prediction method for wake-induced vibrations of a downstream flexible riser
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Bing ZHAO, Shixiao FU, Mengmeng ZHANG, Pengqian DENG, Xuepeng FU
Journal of Vibration Engineering | 2025, 38(7) : 1405 - 1413
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Journal of Vibration Engineering | 2025, 38(7): 1405-1413
Frequency-domain prediction method for wake-induced vibrations of a downstream flexible riser
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Bing ZHAO, Shixiao FU, Mengmeng ZHANG, Pengqian DENG, Xuepeng FU
Affiliations
  • Stake Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200240,China
Published: 2025-07-10 doi: 10.16385/j.cnki.issn.1004-4523.202306041
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The riser bundle system is an important equipment to explore oil and gas in ocean engineering. Under ocean flows,upstream and downstream risers in tandem will experience vortex-induced vibrations and wake-induced vibrations,respectively,which seriously threatens the structural fatigue life. To predict the vibration responses of a downstream flexible riser,this paper develops a semi-empirical frequency-domain prediction method for wake-induced vibrations based on the classical vortex-induced vibration prediction method of a single flexible riser. Considering the wake shielding effect on the downstream riser due to the existence of the upstream riser,the reductive wake velocity becomes the flow velocity to excite the vibrations of the downstream riser. Then,the upstream-to-downstream diameter ratio is utilized to determine whether the frequency capture occurs. The added mass coefficient of the downstream riser will be adjusted when the frequency capture occurs,otherwise it is 1 constantly. Subsequently,the prediction is based on the resonance condition. The excitation coefficients from a series of forced oscillation tests of a rigid cylinder are approximate to be the wake-induced force coefficients. According to the balance between the modal structural damping force and the modal hydrodynamic force amplitudes,the modal amplitude can be non-iteratively solved. Afterwards,the wake-induced vibration displacements can be calculated based on the mode superposition method. By comparing prediction results with the experimental results,the proposed method can basically correctly predict the dominant frequency,displacement,strain and fatigue damage of the wake-induced vibration for the downstream flexible riser. Therefore,the present method is conducive to the multiple-riser system design in practical engineering.

wake-induced vibration  /  frequency-domain prediction  /  downstream riser  /  vortex-induced vibration
Bing ZHAO, Shixiao FU, Mengmeng ZHANG, Pengqian DENG, Xuepeng FU. Frequency-domain prediction method for wake-induced vibrations of a downstream flexible riser[J]. Journal of Vibration Engineering, 2025 , 38 (7) : 1405 -1413 . DOI: 10.16385/j.cnki.issn.1004-4523.202306041
Year 2025 volume 38 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202306041
  • Receive Date:2023-06-18
  • Online Date:2026-02-09
  • Published:2025-07-10
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  • Received:2023-06-18
  • Revised:2023-12-19
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    Stake Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,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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