Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures

This paper presents an innovative eccentric jacket substructure for offshore wind turbines to better withstand intense environmental forces and to replace conventional X-braced jackets in seismically active areas. The proposed eccentric jacket comprises of completely overlapped joint at every joint...

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Main Authors: Gho, Wie Min, Yang, Ye
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/150976
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1509762021-07-29T12:27:59Z Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures Gho, Wie Min Yang, Ye School of Civil and Environmental Engineering Engineering::Maritime studies Offshore Wind Turbine Jacket Substructure This paper presents an innovative eccentric jacket substructure for offshore wind turbines to better withstand intense environmental forces and to replace conventional X-braced jackets in seismically active areas. The proposed eccentric jacket comprises of completely overlapped joint at every joint connection. The joint consists of a chord and two braces in a single plane. The two braces are fully overlapped with a short segment of the diagonal brace welded directly onto the chord. The characteristic feature of this joint configuration is that the short segment member can be designed to absorb and dissipate energy under cyclic load excitation. The experimental and numerical study revealed that the completely overlapped joint performed better in terms of strength resistance, stiffness, ductility, and energy absorption capacity than the conventional gap joints commonly found in typical X-braced jacket framings. The eccentric jacket could also be designed to becoming less stiff, with an inelastic yielding and local buckling of short segment member, so as to better resist the cyclic load generated from intense environmental forces and earthquake. From the design economics, the eccentric jacket provided a more straightforward fabrication with reduced number of welded joints and shorter thicker wall cans than the conventional X-braced jacket. It can therefore be concluded based on the results presented in the study that by designing the short segment member in accordance with strength and ductility requirement, the eccentric jacket substructure supporting the wind turbine could be made to remain stable under gravity loads and to sustain a significantly large amount of motion in the event of rare and intense earthquake or environmental forces, without collapsing. Nanyang Technological University This paper constitutes part of the PhD work of Dr. Yang Ye, who was sponsored by the Nanyang Technological University of Singapore. 2021-07-29T12:27:59Z 2021-07-29T12:27:59Z 2019 Journal Article Gho, W. M. & Yang, Y. (2019). Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures. Journal of Marine Science and Application, 18(1), 99-113. https://dx.doi.org/10.1007/s11804-019-00074-w 1671-9433 https://hdl.handle.net/10356/150976 10.1007/s11804-019-00074-w 2-s2.0-85062686368 1 18 99 113 en Journal of Marine Science and Application © 2019 Harbin Engineering University and Springer-Verlag GmbH Germany, part of Springer Nature. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Maritime studies
Offshore Wind Turbine
Jacket Substructure
spellingShingle Engineering::Maritime studies
Offshore Wind Turbine
Jacket Substructure
Gho, Wie Min
Yang, Ye
Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
description This paper presents an innovative eccentric jacket substructure for offshore wind turbines to better withstand intense environmental forces and to replace conventional X-braced jackets in seismically active areas. The proposed eccentric jacket comprises of completely overlapped joint at every joint connection. The joint consists of a chord and two braces in a single plane. The two braces are fully overlapped with a short segment of the diagonal brace welded directly onto the chord. The characteristic feature of this joint configuration is that the short segment member can be designed to absorb and dissipate energy under cyclic load excitation. The experimental and numerical study revealed that the completely overlapped joint performed better in terms of strength resistance, stiffness, ductility, and energy absorption capacity than the conventional gap joints commonly found in typical X-braced jacket framings. The eccentric jacket could also be designed to becoming less stiff, with an inelastic yielding and local buckling of short segment member, so as to better resist the cyclic load generated from intense environmental forces and earthquake. From the design economics, the eccentric jacket provided a more straightforward fabrication with reduced number of welded joints and shorter thicker wall cans than the conventional X-braced jacket. It can therefore be concluded based on the results presented in the study that by designing the short segment member in accordance with strength and ductility requirement, the eccentric jacket substructure supporting the wind turbine could be made to remain stable under gravity loads and to sustain a significantly large amount of motion in the event of rare and intense earthquake or environmental forces, without collapsing.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Gho, Wie Min
Yang, Ye
format Article
author Gho, Wie Min
Yang, Ye
author_sort Gho, Wie Min
title Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
title_short Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
title_full Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
title_fullStr Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
title_full_unstemmed Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
title_sort ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures
publishDate 2021
url https://hdl.handle.net/10356/150976
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