Advanced structural testing and modelling of a novel full-scale helical shape tidal turbine foil

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-02-13 DOI:10.1016/j.engstruct.2025.119864
Tenis Ranjan Munaweera Thanthirige , Michael Flanagan , Ciaran Kennedy , Yadong Jiang , Micheal O’Conghaile , Clement Courade , Patrick Cronin , Conor Dillon , Vahid Fakhari , Cormac Ó Cadhain , Michael Walls , Carlos Bachour , Tomas Flanagan , Brendan Cahill , Jarlath McEntee , Jamie Goggins , William Finnegan
{"title":"Advanced structural testing and modelling of a novel full-scale helical shape tidal turbine foil","authors":"Tenis Ranjan Munaweera Thanthirige ,&nbsp;Michael Flanagan ,&nbsp;Ciaran Kennedy ,&nbsp;Yadong Jiang ,&nbsp;Micheal O’Conghaile ,&nbsp;Clement Courade ,&nbsp;Patrick Cronin ,&nbsp;Conor Dillon ,&nbsp;Vahid Fakhari ,&nbsp;Cormac Ó Cadhain ,&nbsp;Michael Walls ,&nbsp;Carlos Bachour ,&nbsp;Tomas Flanagan ,&nbsp;Brendan Cahill ,&nbsp;Jarlath McEntee ,&nbsp;Jamie Goggins ,&nbsp;William Finnegan","doi":"10.1016/j.engstruct.2025.119864","DOIUrl":null,"url":null,"abstract":"<div><div>The utilisation of tidal energy holds significant promise for sustainable power generation, particularly in regions with tidal resources. In this context, tidal energy sector is targeting to develop innovative tidal energy systems for tidal potential sites and rivers to enhance the green power generation and achieve United Nation’s sustainable development goals. However, ensuring the structural integrity of tidal turbine components, particularly the blades, is key for their effective operation, as blades play a pivotal role in determining the system's performance, lifetime, reliability, and efficiency. Therefore, the research aims to assess the structural integrity of a 5 m long crossflow helical tidal turbine foil, featuring a 1.8 m rotor and three foils designed to generate 40 kW, through structural testing and numerical modelling. The testing procedures adhere to DNVGL-ST-0164 and IEC DTS 62600–3:2020 standards, encompassing dynamic, static, fatigue, and residual strength assessments. A unique testing set up and testing protocol were followed to undertake the structural testing program for this innovative tidal foil compared to the commonly used horizontal axis tidal turbine blades. During the testing programme, the foil underwent 1,300,000 fatigue cycles, which is the highest number of fatigue cycles recorded on a tidal turbine blade in dry laboratory conditions, and, in the final static testing stage, the foil sustained damage at 110 % of the idealised full loading condition. A numerical model, based on the finite element method, of the foil has been initially developed using material properties from test coupons and datasheets. This model was then improved by using the mechanical properties obtained from coupons extracted from the foil after testing, however only a slight difference in the two models was observed. A comprehensive assessment of all the test results and selected numerical studies validated the novel design of the tidal foil, while developing a knowledge base to accelerate the structural testing programs of tidal turbine blades, has been presented. This paper also highlights the utilisation of modern tools and adaptations in testing methodologies to accommodate diverse design variations, thus mitigating industry risks for potential low tide and river deployments in the future.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"330 ","pages":"Article 119864"},"PeriodicalIF":5.6000,"publicationDate":"2025-02-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625002548","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

The utilisation of tidal energy holds significant promise for sustainable power generation, particularly in regions with tidal resources. In this context, tidal energy sector is targeting to develop innovative tidal energy systems for tidal potential sites and rivers to enhance the green power generation and achieve United Nation’s sustainable development goals. However, ensuring the structural integrity of tidal turbine components, particularly the blades, is key for their effective operation, as blades play a pivotal role in determining the system's performance, lifetime, reliability, and efficiency. Therefore, the research aims to assess the structural integrity of a 5 m long crossflow helical tidal turbine foil, featuring a 1.8 m rotor and three foils designed to generate 40 kW, through structural testing and numerical modelling. The testing procedures adhere to DNVGL-ST-0164 and IEC DTS 62600–3:2020 standards, encompassing dynamic, static, fatigue, and residual strength assessments. A unique testing set up and testing protocol were followed to undertake the structural testing program for this innovative tidal foil compared to the commonly used horizontal axis tidal turbine blades. During the testing programme, the foil underwent 1,300,000 fatigue cycles, which is the highest number of fatigue cycles recorded on a tidal turbine blade in dry laboratory conditions, and, in the final static testing stage, the foil sustained damage at 110 % of the idealised full loading condition. A numerical model, based on the finite element method, of the foil has been initially developed using material properties from test coupons and datasheets. This model was then improved by using the mechanical properties obtained from coupons extracted from the foil after testing, however only a slight difference in the two models was observed. A comprehensive assessment of all the test results and selected numerical studies validated the novel design of the tidal foil, while developing a knowledge base to accelerate the structural testing programs of tidal turbine blades, has been presented. This paper also highlights the utilisation of modern tools and adaptations in testing methodologies to accommodate diverse design variations, thus mitigating industry risks for potential low tide and river deployments in the future.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
求助全文
约1分钟内获得全文 去求助
来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
期刊最新文献
Editorial Board Stair-Stepping metamaterial and the derived isolator for all-DOF vibrations with multi-payloads Advanced structural testing and modelling of a novel full-scale helical shape tidal turbine foil Uncertainty quantification of modal properties of Rainbow Bridge from multiple-setup OMA data Design and behaviour of moment resisting precast concrete connections with cast-in shear fasteners
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1