Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines

Fibre ropes offer beneficial properties for mooring of floating offshore wind turbines (FOWTs). However, the mooring line’s stiffness is both load-history and load-rate dependent. A quasi-static stiffness is observed for slow loading, with a higher stiffness related to rapid, cyclic loading (dynamic...

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Main Authors: Stian H. Sørum, Nuno Fonseca, Michael Kent, Rui Pedro Faria
Format: Article
Language:English
Published: MDPI AG 2023-01-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/11/1/193
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author Stian H. Sørum
Nuno Fonseca
Michael Kent
Rui Pedro Faria
author_facet Stian H. Sørum
Nuno Fonseca
Michael Kent
Rui Pedro Faria
author_sort Stian H. Sørum
collection DOAJ
description Fibre ropes offer beneficial properties for mooring of floating offshore wind turbines (FOWTs). However, the mooring line’s stiffness is both load-history and load-rate dependent. A quasi-static stiffness is observed for slow loading, with a higher stiffness related to rapid, cyclic loading (dynamic stiffness). Design standards provide different guidelines for how to combine these in the mooring analysis. This paper describes procedures for adapting laboratory test stiffness results to the Syrope and a bi-linear model and investigates the consequence of using the models for load calculations. The Syrope model accounts for the quasi-static and permanent rope elongation, while performing the analyses with the dynamic stiffness. The bi-linear model applies both the quasi-static and dynamic stiffness in the dynamic analyses. Based on fibre rope tests performed by Bridon-Bekaert, a Syrope model and two bi-linear models are adapted to the same fibre rope. Fatigue damage and ultimate loads on the mooring lines of Saitec’s SATH FOWT are calculated. The bi-linear model artificially reduces the tension ranges, particularly if there is a large difference between the quasi-static and dynamic stiffness of the fibre rope. This leads to a longer predicted fatigue lifetime. Differences in the extreme loads are caused by the permanent elongation of the Syrope model. This may be countered if the elongation is known and included in the bi-linear model. Finally, the bi-linear model introduces an amplitude-dependency in the horizontal natural periods.
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spelling doaj.art-1db2d42e58ce419fb66a085301f54c0f2023-11-30T22:58:28ZengMDPI AGJournal of Marine Science and Engineering2077-13122023-01-0111119310.3390/jmse11010193Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind TurbinesStian H. Sørum0Nuno Fonseca1Michael Kent2Rui Pedro Faria3SINTEF Ocean, NO-7093 Trondheim, NorwaySINTEF Ocean, NO-7093 Trondheim, NorwayBridon-Bekaert, Coatbridge ML5 2AG, UKBridon-Bekaert, Coatbridge ML5 2AG, UKFibre ropes offer beneficial properties for mooring of floating offshore wind turbines (FOWTs). However, the mooring line’s stiffness is both load-history and load-rate dependent. A quasi-static stiffness is observed for slow loading, with a higher stiffness related to rapid, cyclic loading (dynamic stiffness). Design standards provide different guidelines for how to combine these in the mooring analysis. This paper describes procedures for adapting laboratory test stiffness results to the Syrope and a bi-linear model and investigates the consequence of using the models for load calculations. The Syrope model accounts for the quasi-static and permanent rope elongation, while performing the analyses with the dynamic stiffness. The bi-linear model applies both the quasi-static and dynamic stiffness in the dynamic analyses. Based on fibre rope tests performed by Bridon-Bekaert, a Syrope model and two bi-linear models are adapted to the same fibre rope. Fatigue damage and ultimate loads on the mooring lines of Saitec’s SATH FOWT are calculated. The bi-linear model artificially reduces the tension ranges, particularly if there is a large difference between the quasi-static and dynamic stiffness of the fibre rope. This leads to a longer predicted fatigue lifetime. Differences in the extreme loads are caused by the permanent elongation of the Syrope model. This may be countered if the elongation is known and included in the bi-linear model. Finally, the bi-linear model introduces an amplitude-dependency in the horizontal natural periods.https://www.mdpi.com/2077-1312/11/1/193floating offshore wind turbinessynthetic mooring linesquasi-static stiffnessdynamic stiffness
spellingShingle Stian H. Sørum
Nuno Fonseca
Michael Kent
Rui Pedro Faria
Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
Journal of Marine Science and Engineering
floating offshore wind turbines
synthetic mooring lines
quasi-static stiffness
dynamic stiffness
title Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
title_full Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
title_fullStr Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
title_full_unstemmed Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
title_short Modelling of Synthetic Fibre Rope Mooring for Floating Offshore Wind Turbines
title_sort modelling of synthetic fibre rope mooring for floating offshore wind turbines
topic floating offshore wind turbines
synthetic mooring lines
quasi-static stiffness
dynamic stiffness
url https://www.mdpi.com/2077-1312/11/1/193
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AT nunofonseca modellingofsyntheticfibreropemooringforfloatingoffshorewindturbines
AT michaelkent modellingofsyntheticfibreropemooringforfloatingoffshorewindturbines
AT ruipedrofaria modellingofsyntheticfibreropemooringforfloatingoffshorewindturbines