Flow-induced vibration analysis of two unequal-diameter flexible cylinders in staggered configuration from a hydrodynamic force perspective

This paper presents an experimental study on the hydrodynamic features of two unequal-diameter flexible cylinders in staggered arrangement subject to flow-induced vibration (FIV). Five position angles (α = 15°, 30°, 45°, 60°, and 75°) are defined between the tandem (α = 0°) and side-by-side (α = 90°...

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Published inMarine structures Vol. 83; p. 103173
Main Authors Xu, Wanhai, Zhang, Qiannan, Wang, Qicheng, Pang, Tao, Ma, Yexuan, Wang, Enhao
Format Journal Article
LanguageEnglish
Published Barking Elsevier Ltd 01.05.2022
Elsevier BV
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Online AccessGet full text
ISSN0951-8339
1873-4170
DOI10.1016/j.marstruc.2022.103173

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Abstract This paper presents an experimental study on the hydrodynamic features of two unequal-diameter flexible cylinders in staggered arrangement subject to flow-induced vibration (FIV). Five position angles (α = 15°, 30°, 45°, 60°, and 75°) are defined between the tandem (α = 0°) and side-by-side (α = 90°) cases with the centre-to-centre spacing being fixed at P = 6.0d, where d is the diameter of the small cylinder. The time-varying strains obtained from the experimental tests are converted into displacements, and then the hydrodynamic force coefficients of the two cylinders are derived using an inverse analysis method. It is found that the variation trends of the cross-flow (CF) hydrodynamic coefficients with the reduced velocity do not demonstrate qualitative differences from those of their isolated counterparts except in the mode transition regions. The downstream cylinder experiences stronger influence from the upstream cylinder on its CF hydrodynamic characteristics especially at small α. The more frequent mode transitions in the in-line (IL) direction lead to the multi-frequency responses associated with changes in the IL hydrodynamic coefficients. The typical wake-induced flutter (WIF) phenomenon is observed when Vrs = 5.01, 8.77 and 16.28–25.05 for the downstream small cylinder in Case I and α = 75°. The influence of the characteristics of the WIF phenomenon on the hydrodynamic force is evident because of the nonexistence of the high-frequency components in the oscillations. •Hydrodynamic characteristics of two unequal-diameter flexible cylinders in staggered arrangement is investigated.•Variation trends of the cross-flow hydrodynamic coefficients are qualitatively similar to their isolated counterparts.•Hydrodynamics of the downstream cylinder experience stronger influence from the upstream one at small position angles.•Frequent mode transitions in the in-line direction lead to changes in the in-line hydrodynamic coefficients.•Evident effects of the wake-induced flutter phenomenon on the hydrodynamics are observed.
AbstractList This paper presents an experimental study on the hydrodynamic features of two unequal-diameter flexible cylinders in staggered arrangement subject to flow-induced vibration (FIV). Five position angles (α = 15°, 30°, 45°, 60°, and 75°) are defined between the tandem (α = 0°) and side-by-side (α = 90°) cases with the centre-to-centre spacing being fixed at P = 6.0d, where d is the diameter of the small cylinder. The time-varying strains obtained from the experimental tests are converted into displacements, and then the hydrodynamic force coefficients of the two cylinders are derived using an inverse analysis method. It is found that the variation trends of the cross-flow (CF) hydrodynamic coefficients with the reduced velocity do not demonstrate qualitative differences from those of their isolated counterparts except in the mode transition regions. The downstream cylinder experiences stronger influence from the upstream cylinder on its CF hydrodynamic characteristics especially at small α. The more frequent mode transitions in the in-line (IL) direction lead to the multi-frequency responses associated with changes in the IL hydrodynamic coefficients. The typical wake-induced flutter (WIF) phenomenon is observed when Vrs = 5.01, 8.77 and 16.28–25.05 for the downstream small cylinder in Case I and α = 75°. The influence of the characteristics of the WIF phenomenon on the hydrodynamic force is evident because of the nonexistence of the high-frequency components in the oscillations. •Hydrodynamic characteristics of two unequal-diameter flexible cylinders in staggered arrangement is investigated.•Variation trends of the cross-flow hydrodynamic coefficients are qualitatively similar to their isolated counterparts.•Hydrodynamics of the downstream cylinder experience stronger influence from the upstream one at small position angles.•Frequent mode transitions in the in-line direction lead to changes in the in-line hydrodynamic coefficients.•Evident effects of the wake-induced flutter phenomenon on the hydrodynamics are observed.
This paper presents an experimental study on the hydrodynamic features of two unequal-diameter flexible cylinders in staggered arrangement subject to flow-induced vibration (FIV). Five position angles (α = 15°, 30°, 45°, 60°, and 75°) are defined between the tandem (α = 0°) and side-by-side (α = 90°) cases with the centre-to-centre spacing being fixed at P = 6.0d, where d is the diameter of the small cylinder. The time-varying strains obtained from the experimental tests are converted into displacements, and then the hydrodynamic force coefficients of the two cylinders are derived using an inverse analysis method. It is found that the variation trends of the cross-flow (CF) hydrodynamic coefficients with the reduced velocity do not demonstrate qualitative differences from those of their isolated counterparts except in the mode transition regions. The downstream cylinder experiences stronger influence from the upstream cylinder on its CF hydrodynamic characteristics especially at small α. The more frequent mode transitions in the in-line (IL) direction lead to the multi-frequency responses associated with changes in the IL hydrodynamic coefficients. The typical wake-induced flutter (WIF) phenomenon is observed when Vrs = 5.01, 8.77 and 16.28–25.05 for the downstream small cylinder in Case I and α = 75°. The influence of the characteristics of the WIF phenomenon on the hydrodynamic force is evident because of the nonexistence of the high-frequency components in the oscillations.
ArticleNumber 103173
Author Wang, Qicheng
Ma, Yexuan
Zhang, Qiannan
Wang, Enhao
Pang, Tao
Xu, Wanhai
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Keywords Staggered arrangement
Flow-induced vibration (FIV)
Unequal-diameter flexible cylinders
Wake-induced flutter (WIF)
Hydrodynamic features
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Snippet This paper presents an experimental study on the hydrodynamic features of two unequal-diameter flexible cylinders in staggered arrangement subject to...
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SubjectTerms Coefficient of variation
Coefficients
Cross flow
Cylinders
Flow generated vibrations
Flow-induced vibration (FIV)
Flutter
Hydrodynamic coefficients
Hydrodynamic features
Hydrodynamics
Oscillations
Staggered arrangement
Staggered configuration
Unequal-diameter flexible cylinders
Vibration
Vibration analysis
Wake-induced flutter (WIF)
Title Flow-induced vibration analysis of two unequal-diameter flexible cylinders in staggered configuration from a hydrodynamic force perspective
URI https://dx.doi.org/10.1016/j.marstruc.2022.103173
https://www.proquest.com/docview/2646755820
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