2002
DOI: 10.1002/nme.516
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Flow‐induced vibrations of non‐linear cables. Part 1: Models and algorithms

Abstract: SUMMARYIn this paper, we develop governing equations for non-linear cables as well as a formulation for the coupled ow-structure problem. The structure is discretized with second-order accuracy while the ow is discretized using spectral=hp elements in the context of the arbitrary Lagrangian-Eulerian formulation (ALE). Several benchmark problems are considered and the computational implementation is detailed. In the second part of this work large-scale simulation examples are presented.

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Cited by 9 publications
(12 citation statements)
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“…For all the simulations presented in this section we used a Poisson ratio P =1=2 tension model, see Reference [1]. The reference position was the straight stretched string, with tension T r =44:1, a relatively low value for vortex-induced vibrations in water.…”
Section: Mesha Simulationsmentioning
confidence: 99%
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“…For all the simulations presented in this section we used a Poisson ratio P =1=2 tension model, see Reference [1]. The reference position was the straight stretched string, with tension T r =44:1, a relatively low value for vortex-induced vibrations in water.…”
Section: Mesha Simulationsmentioning
confidence: 99%
“…We will use the spectral=hp element code N ÄT r that employs an Arbitrary Lagrangian-Eulerian (ALE) formulation, as described in Reference [1]. All simulations are performed in parallel using a domain decomposition technique which is described in detail in Reference [13].…”
Section: Flow Past a Catenary Risermentioning
confidence: 99%
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“…In Figure 4 is presented the hierarchy of the Nεκταr code for transient nonlinear flow analysis (4,5). The "2d" and "3d" refers to two-dimensions and three-dimensions, respectively.…”
Section: Nεκταrmentioning
confidence: 99%