Fluid-Structure Interaction (FSI) Issues in Floating Offshore Wind Turbines

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: 5 May 2024 | Viewed by 887

Special Issue Editors


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Guest Editor
SINTEF Ocean, Trondheim, Norway
Interests: vortex-induced vibrations/motions (VIV/VIM); model testing; numerical simulation; Computational Fluid Dynamics; slender marine structures; marine renewable energy; marine operation; optimization

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Guest Editor
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), Trondheim, Norway
Interests: arctic engineering; stochastic dynamics; structural reliability analysis; marine renewable energy; control engineering; system optimization
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Special Issue Information

Dear Colleagues,

The offshore wind industry is expected to expand exponentially in the coming decades; as such, research and innovation are needed to allow for the safe, cost-effective, and sustainable design of floating offshore wind turbines (FOWTs). A significant challenge is the fluid–structure interaction (FSI) issue associated with the various components of FOWTs, such as blades, floaters, and power cables.

This Special Issue focuses on FSI problems such as vortex-induced vibrations (VIV) and vortex-induced motions (VIM), both experimental and numerical, addressing critical challenges faced by the design, operation and decommissioning of floating offshore wind turbines.

Dr. Decao Yin
Prof. Dr. Bernt J. Leira
Guest Editors

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Keywords

  • vortex-induced motions of floaters
  • vortex-induced vibrations of dynamic power cables
  • vortex-induced vibrations of blades
  • coupled analysis
  • computational fluid dynamics
  • advanced numerical modelling
  • advanced experimental techniques
  • field measurement analysis
  • wave–current interaction
  • marine operations and logistics
  • digital twin
  • optimization

Published Papers (1 paper)

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Research

24 pages, 10882 KiB  
Article
Development and Application of an FSI Model for Floating VAWT by Coupling CFD and FEA
by Wenping Luo, Weiqin Liu, Shuo Chen, Qilu Zou and Xuemin Song
J. Mar. Sci. Eng. 2024, 12(4), 683; https://doi.org/10.3390/jmse12040683 - 21 Apr 2024
Viewed by 331
Abstract
The emerging floating vertical axis wind turbines (VAWTs) are regarded as a preferred solution to overcome the challenges faced by the traditional horizontal type in open-sea environments. Numerous numerical models have been advanced for assessing this novel object. However, current fully coupled models [...] Read more.
The emerging floating vertical axis wind turbines (VAWTs) are regarded as a preferred solution to overcome the challenges faced by the traditional horizontal type in open-sea environments. Numerous numerical models have been advanced for assessing this novel object. However, current fully coupled models predominantly rely on simplified theories, assuming a linear fluid load and a one-dimensional slender beam structure. Despite computational fluid dynamic and finite element (CFD-FEA) coupling being qualified for high precision, this technology remains limited to the fixed VAWT field. To predict the load and structural response accurately and comprehensively, this study aims to extend CFD-FEA technology to floating VAWTs. First, an aero-hydro-moor-elastic fully coupled model is developed, and this model is validated by comparing it with several model experiments. Subsequently, a full-scale floating straight-bladed VAWT is simulated with the geometry and numerical models introduced. Furthermore, load and structural responses in a typical case are analyzed in both time and frequency domains. Finally, the sensitivity analysis of each structure part in floating VAWTs to environmental parameters is conducted and discussed. The discovery highlights the intricate nature of tower structural response, which incorporates 2-node, 3-node, wind frequency, and wave frequency components. Distinct from blades or floating foundations, which are primarily influenced by a single environmental parameter, the tower response is significantly amplified by the combined effects of wind and waves. Full article
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