Volume 4: Terry Jones Pipeline Technology; Ocean Space Utilization; CFD and VIV Symposium 2006
DOI: 10.1115/omae2006-92400
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CFD Simulation of Truss Spar Vortex-Induced Motion

Abstract: Helical strakes are used to suppress the Vortex-Induced Motion of Truss Spars. Model experiments have demonstrated the efficiency of strakes in the Truss Spar design but also indicate that the VIM response is sensitive to the details of strake design and placement of appurtenances around the Spar hull. It is desirable to study these hydrodynamic effects using CFD. The following paper is a continuation of some of the earlier CFD simulations on this subject (see, J. Halkyard, et al., "Benchmarking of Truss Spar … Show more

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Cited by 17 publications
(12 citation statements)
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“…That is, the predominant motion was always in the transverse (sway) and in-line (surge) directions to the incoming flow and negligible in all other directions. Moreover, the sway motion is more predominant compared to surge in VIM [6] . In this paper, we are primarily concerned with the sway motion.…”
Section: Spar Geometry and Environmental Conditionmentioning
confidence: 94%
“…That is, the predominant motion was always in the transverse (sway) and in-line (surge) directions to the incoming flow and negligible in all other directions. Moreover, the sway motion is more predominant compared to surge in VIM [6] . In this paper, we are primarily concerned with the sway motion.…”
Section: Spar Geometry and Environmental Conditionmentioning
confidence: 94%
“…The frequency of these eddies can be estimated empirically, but precise knowledge of the vortex shedding frequency cannot be determined using analytical means. The effect of these eddies has been previously studied for cylinders or spar platforms by Skop and Luo (2001), Ikeda et al (2003), Fischer et al (2004) and Atluri et al (2006). These forces are primarily perpendicular to the oncoming flow and, in the case of moored spars, can produce motions with displacements up to 80% of the spar's diameter when vortices are shed near the moored spar's natural frequency (Fischer et al 2004).…”
Section: Introductionmentioning
confidence: 94%
“…The dimensions used in the semi-submersible model were taken from Atluri et al (2006). The width of the strakes was calculated to be 13% of the column width (0.13x17.80=2.3 m), as proposed by Atluri et al (2006). Figure 9 shows one of the four identical columns with a helical strake covering each curve.…”
Section: Geometrymentioning
confidence: 99%
“…These strakes have been shown to be very effective, reducing the transverse forces of the spar-platforms by up to 80%, as mentioned in Section 2.6. The dimensions used in the semi-submersible model were taken from Atluri et al (2006). The width of the strakes was calculated to be 13% of the column width (0.13x17.80=2.3 m), as proposed by Atluri et al (2006).…”
Section: Geometrymentioning
confidence: 99%
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