Comparative analysis of three-column and three-column with central column semi-submersible platforms for floating wind turbines

Journal Article (2025)
Author(s)

P. Zou (CCCC Guangdong-Hong Kong-Macao Greater Bay Area Innovation Research Institute Ltd.)

J.D. Bricker (University of Michigan, TU Delft - Hydraulic Structures and Flood Risk)

Research Group
Hydraulic Structures and Flood Risk
DOI related publication
https://doi.org/10.1016/j.oceaneng.2025.121615
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Hydraulic Structures and Flood Risk
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Volume number
334
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Floating offshore wind turbines (FOWTs) are gaining increasing attention as a promising solution for harnessing wind energy in deep-water regions, where traditional bottom-fixed turbines are not feasible. Among the various floating platform designs, semi-submersible platforms have emerged as a leading candidate due to their balance of stability, adaptability, and cost-effectiveness. This paper presents a detailed comparative analysis of two typical types of semi-submersible platforms: the three-column design and the three-column with central column design. The study employs a coupled aero-hydro-mooring simulation system using OpenFOAM to evaluate the hydrodynamic, aerodynamic, and mooring dynamics of both platform configurations. High-fidelity computational fluid dynamics (CFD) simulations, along with a lumped-mass mooring model and the actuator line model (ALM), are employed to capture the coupled fluid-structure interactions and mooring line dynamics. The results reveal significant differences in platform behavior, highlighting the impact of platform geometry on dynamic stability and mooring line response. The additional central column significantly improves pitch stability, reducing the maximum pitch angle by 38.7 % under combined wind and wave loading, indicating enhanced dynamic stability of the additional central column design. Additionally, an economic assessment is provided to evaluate the material costs, installation, and operational expenses for each platform type. The findings suggest that both configurations offer distinct advantages depending on operational and environmental conditions, contributing to the optimization of FOWT platform selection for future offshore wind farms.

Files

1-s2.0-S0029801825013216-main.... (pdf)
(pdf | 12.3 Mb)
- Embargo expired in 27-11-2025
License info not available