2021
DOI: 10.1017/jfm.2021.352
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Flow-induced vibrations of a square prism free to oscillate in the cross-flow and inline directions

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Cited by 18 publications
(11 citation statements)
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“…Figure 10 represents the frequency contents of the inline force coefficients for the sample cases of a single DOF cylinder (figure 10 a ) and three eigenfrequencies of and 2.1 (figure 10 b – d ). For the single DOF system, the inline force coefficients follow a trend that is in agreement with previous VIV studies, for which the second harmonic frequencies, with values twice the natural frequency of the system, are observed as the dominant frequency, with small contributions from the first harmonic frequencies (Carlson, Currier & Modarres-Sadeghi 2021). When the cylinder is given the second DOF, the frequency content still exhibits the first and second harmonic contributions of each eigenfrequency.…”
Section: Resultssupporting
confidence: 91%
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“…Figure 10 represents the frequency contents of the inline force coefficients for the sample cases of a single DOF cylinder (figure 10 a ) and three eigenfrequencies of and 2.1 (figure 10 b – d ). For the single DOF system, the inline force coefficients follow a trend that is in agreement with previous VIV studies, for which the second harmonic frequencies, with values twice the natural frequency of the system, are observed as the dominant frequency, with small contributions from the first harmonic frequencies (Carlson, Currier & Modarres-Sadeghi 2021). When the cylinder is given the second DOF, the frequency content still exhibits the first and second harmonic contributions of each eigenfrequency.…”
Section: Resultssupporting
confidence: 91%
“…However, in general, any asymmetry of the wake can lead to frequency contents at similar values of those in the lift forces and their corresponding second harmonics, as those considered here in (Carlson et al. 2021). For a small angle between the flow velocity and the relative velocity, , where is the dimensionless velocity of the cylinder in the crossflow direction.…”
Section: Resultssupporting
confidence: 64%
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“…VIV has also been studied for non-circular cross-sections, such as a square prism or a triangular prism, in which cases, besides VIV, galloping response has been observed, due to the non-zero mean lift forces that act on the structure (e.g. Nemes et al 2012;Zhao et al 2014;Seyed-Aghazadeh, Carlson & Modarres-Sadeghi 2017;Carlson, Currier & Modarres-Sadeghi 2021). Studies on VIV have been extended to cases of flexible continuous structures placed in flow, due to the fact that in real-life applications, VIV is observed in long offshore structures such as risers in oil platforms or mooring lines of floating wind turbines.…”
Section: Introductionmentioning
confidence: 99%
“…2012; Zhao et al. 2014; Seyed-Aghazadeh, Carlson & Modarres-Sadeghi 2017; Carlson, Currier & Modarres-Sadeghi 2021). Studies on VIV have been extended to cases of flexible continuous structures placed in flow, due to the fact that in real-life applications, VIV is observed in long offshore structures such as risers in oil platforms or mooring lines of floating wind turbines.…”
Section: Introductionmentioning
confidence: 99%