Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs

The tension legs are the essential parts of the tension legs platform-type (TLP-type) floating offshore wind turbine (FOWT) against the extra buoyancy of FOWT. Therefore, the TLP-type FOWT will face the risk of tension leg failure. However, there are seldom analyses on the hydrodynamic response and...

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Main Authors: Jia, Zhaolin, Wu, Han, Chen, Hao, Li, Wei, Li, Xinyi, Lian, Jijian, He, Shuaiqi, Zhang, Xiaoxu, Zhao, Qixiang
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2023
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Online Access:https://hdl.handle.net/10356/171156
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1711562023-10-20T15:33:16Z Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs Jia, Zhaolin Wu, Han Chen, Hao Li, Wei Li, Xinyi Lian, Jijian He, Shuaiqi Zhang, Xiaoxu Zhao, Qixiang School of Civil and Environmental Engineering Engineering::Environmental engineering Hydrodynamics Floating Offshore Wind Turbines The tension legs are the essential parts of the tension legs platform-type (TLP-type) floating offshore wind turbine (FOWT) against the extra buoyancy of FOWT. Therefore, the TLP-type FOWT will face the risk of tension leg failure. However, there are seldom analyses on the hydrodynamic response and tension leg failure performance of FOWT with inclined tension legs. In this paper, a hydrodynamic model was established using three-dimensional hydrodynamic theory and applied in the motion response and tension analyses of FOWT with conventional and new tension leg arrangements on Moses. The influence of draft and tension leg arrangement on the performance of FOWT with inclined tension legs were studied. The optimum draft was the height of the column and lower tensions were obtained for the new tension leg arrangement. Moreover, the tension leg failure performance of FOWT with inclined tension legs was evaluated under different failure conditions. The results illustrated that the FOWT with the new tension leg arrangement can still operate safely after one tension leg fails. Published version This research was funded by the State Key Laboratory of Hydraulic Engineering Simulation and Safety (Tianjin University) (Grant No. HESS-2115), and the Natural Science Foundation of Hebei Province (Grant No. E2020402110). 2023-10-20T07:30:46Z 2023-10-20T07:30:46Z 2022 Journal Article Jia, Z., Wu, H., Chen, H., Li, W., Li, X., Lian, J., He, S., Zhang, X. & Zhao, Q. (2022). Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs. Energies, 15(22), 8584-. https://dx.doi.org/10.3390/en15228584 1996-1073 https://hdl.handle.net/10356/171156 10.3390/en15228584 2-s2.0-85142637670 22 15 8584 en Energies © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons. Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Environmental engineering
Hydrodynamics
Floating Offshore Wind Turbines
spellingShingle Engineering::Environmental engineering
Hydrodynamics
Floating Offshore Wind Turbines
Jia, Zhaolin
Wu, Han
Chen, Hao
Li, Wei
Li, Xinyi
Lian, Jijian
He, Shuaiqi
Zhang, Xiaoxu
Zhao, Qixiang
Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
description The tension legs are the essential parts of the tension legs platform-type (TLP-type) floating offshore wind turbine (FOWT) against the extra buoyancy of FOWT. Therefore, the TLP-type FOWT will face the risk of tension leg failure. However, there are seldom analyses on the hydrodynamic response and tension leg failure performance of FOWT with inclined tension legs. In this paper, a hydrodynamic model was established using three-dimensional hydrodynamic theory and applied in the motion response and tension analyses of FOWT with conventional and new tension leg arrangements on Moses. The influence of draft and tension leg arrangement on the performance of FOWT with inclined tension legs were studied. The optimum draft was the height of the column and lower tensions were obtained for the new tension leg arrangement. Moreover, the tension leg failure performance of FOWT with inclined tension legs was evaluated under different failure conditions. The results illustrated that the FOWT with the new tension leg arrangement can still operate safely after one tension leg fails.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Jia, Zhaolin
Wu, Han
Chen, Hao
Li, Wei
Li, Xinyi
Lian, Jijian
He, Shuaiqi
Zhang, Xiaoxu
Zhao, Qixiang
format Article
author Jia, Zhaolin
Wu, Han
Chen, Hao
Li, Wei
Li, Xinyi
Lian, Jijian
He, Shuaiqi
Zhang, Xiaoxu
Zhao, Qixiang
author_sort Jia, Zhaolin
title Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
title_short Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
title_full Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
title_fullStr Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
title_full_unstemmed Hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
title_sort hydrodynamic response and tension leg failure performance analysis of floating offshore wind turbine with inclined tension legs
publishDate 2023
url https://hdl.handle.net/10356/171156
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