Article ID Journal Published Year Pages File Type
789882 Journal of Fluids and Structures 2006 13 Pages PDF
Abstract

A systematic methodology is presented to obtain the vortex-induced vibrational modes of a riser, based on data from CFD coupled to a long beam under tension and placed in sheared cross-flow; two profiles were tested: (a) linear, and (b) exponential. The modes we estimate are in fact nonlinear equilibria between the flow-induced excitation forces and the structural dynamics and are characterized by varying amplitude and phase along the span; these are complex modes, mixtures of traveling and standing waves. Simplifying procedures to represent the VIV response in terms of a few clusters of modes have been applied successfully, reducing substantially the data needed to represent the VIV response.

Related Topics
Physical Sciences and Engineering Engineering Mechanical Engineering
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