2021
DOI: 10.1017/jfm.2020.1159
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Hydrodynamic damping of an oscillating cylinder at small Keulegan–Carpenter numbers

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Cited by 10 publications
(6 citation statements)
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“…The KC number based on the diameter of the central main column, 6.5 m, is higher at 4.9. The cross members should experience significant flow separation with a KC number of approximately 20; however, the contribution to the global loads is likely limited because of their small diameter of just 1.6 m. The relatively low KC numbers, especially for the larger offset columns and heave plates, suggest that viscous drag associated with the wall boundary layer can potentially have nonnegligible contributions to the total surge damping [35]; therefore, it is important to resolve the shear layer on the floater surface properly with an adequately fine prism-layer mesh. Flow separation from the corners of the heave plates also contributes to the surge damping by exerting a transverse drag force on the thick heave plates.…”
Section: Computational Gridmentioning
confidence: 99%
See 1 more Smart Citation
“…The KC number based on the diameter of the central main column, 6.5 m, is higher at 4.9. The cross members should experience significant flow separation with a KC number of approximately 20; however, the contribution to the global loads is likely limited because of their small diameter of just 1.6 m. The relatively low KC numbers, especially for the larger offset columns and heave plates, suggest that viscous drag associated with the wall boundary layer can potentially have nonnegligible contributions to the total surge damping [35]; therefore, it is important to resolve the shear layer on the floater surface properly with an adequately fine prism-layer mesh. Flow separation from the corners of the heave plates also contributes to the surge damping by exerting a transverse drag force on the thick heave plates.…”
Section: Computational Gridmentioning
confidence: 99%
“…It also suggests that the linear damping observed with the experiment and the CFD solutions is also caused by fluid viscosity. The linear viscous damping associated with the boundary layer on the surface of the structure typically becomes significant and comparable to the quadratic drag force for circular cylinders when the KC number is small (estimated to be 2.7 based on the diameter of the offset upper columns) and flow separation is weak; therefore, the original form of the Morison equation [29] without a linear drag term is fundamentally incorrect [35]. In this flow regime, potential-flow models with empirical drag forces need to either include an additional global linear damping matrix or use an alternative generalized form of the Morison equation with a linear drag term [35].…”
Section: Surge Dampingmentioning
confidence: 99%
“…(2006) and Ren et al. (2019, 2021). The height of the first macro-element next to the cylinder surface is approximately .…”
Section: Tablementioning
confidence: 95%
“…The spatial domain is discretised into quadrilateral finite elements and within each element both the geometry and fluid quantities are represented by N p th polynomial expansions. A second-order time integration method, a velocity correction scheme and a Galerkin formulation are employed for all 2-D base flow simulations, which have been widely used and validated in the similar studies (Barkley & Henderson 1996;Carmo et al 2008;Ren et al 2019Ren et al , 2021b.…”
Section: Two-dimensional Dnsmentioning
confidence: 99%