Enhancing fatigue reliability prediction of offshore wind turbine jacket joints through individual uncertainties for each degree of freedom of stress concentration factor

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2024-05-02 DOI:10.1016/j.marstruc.2024.103634
Afolarinwa David Oyegbile, Michael Muskulus
{"title":"Enhancing fatigue reliability prediction of offshore wind turbine jacket joints through individual uncertainties for each degree of freedom of stress concentration factor","authors":"Afolarinwa David Oyegbile,&nbsp;Michael Muskulus","doi":"10.1016/j.marstruc.2024.103634","DOIUrl":null,"url":null,"abstract":"<div><p>This paper presents the fatigue reliability prediction for welded planar tubular joints of offshore fixed jacket support structures. A coupled model is employed to calculate the dynamic response of the jacket support structure under wind and wave loads. Stress concentration factors (SCFs) are evaluated using Efthymiou parametric equations, and the hot-spot stresses at eight locations on the chord and brace of the tubular joints are derived by summing the stress components from axial, in-plane, and out-of-plane actions. The stress distribution is determined using the rainflow counting method, fatigue damage from an S–N curve, and Miner’s rule. Uncertainties associated with the fatigue lifetime evaluation procedure are identified, quantified, and modeled. The focus is specifically given to modeling the uncertainty related to the SCFs, and a framework is proposed to evaluate the fatigue reliability of the joint by incorporating individual uncertainties for each degree of freedom of the SCFs (i.e., axial load crown, axial load saddle, in-plane bending moment, and out-of-plane bending moment). The results reveal that assuming the same uncertainty level (Coefficient of Variation of 0.2) as recommended by DNV-RP-C210 for each degree of freedom of the SCFs and including the uncertainty after obtaining the stress distribution from rainflow counting does not consistently yield conservative reliability index values, as it depends on the critical hot spot. It is essential to note that the simplified assumptions derived from the oil and gas sector may not directly translate to the offshore wind industry due to differences in loading conditions. A reduction of up to approximately 24% in the reliability index is observed for one critical hot spot, while an increase of up to 20% was observed for another. Overall, this paper provides valuable insights into the complex interplay of factors affecting the reliability of joints in offshore fixed jacket support structures, shedding light on the need for tailored approaches to address uncertainties in the specific context of the offshore wind industry.</p></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"96 ","pages":"Article 103634"},"PeriodicalIF":4.0000,"publicationDate":"2024-05-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0951833924000625/pdfft?md5=4dece5ac6ed86e4b688ad28fc4c2e3d9&pid=1-s2.0-S0951833924000625-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833924000625","RegionNum":2,"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

This paper presents the fatigue reliability prediction for welded planar tubular joints of offshore fixed jacket support structures. A coupled model is employed to calculate the dynamic response of the jacket support structure under wind and wave loads. Stress concentration factors (SCFs) are evaluated using Efthymiou parametric equations, and the hot-spot stresses at eight locations on the chord and brace of the tubular joints are derived by summing the stress components from axial, in-plane, and out-of-plane actions. The stress distribution is determined using the rainflow counting method, fatigue damage from an S–N curve, and Miner’s rule. Uncertainties associated with the fatigue lifetime evaluation procedure are identified, quantified, and modeled. The focus is specifically given to modeling the uncertainty related to the SCFs, and a framework is proposed to evaluate the fatigue reliability of the joint by incorporating individual uncertainties for each degree of freedom of the SCFs (i.e., axial load crown, axial load saddle, in-plane bending moment, and out-of-plane bending moment). The results reveal that assuming the same uncertainty level (Coefficient of Variation of 0.2) as recommended by DNV-RP-C210 for each degree of freedom of the SCFs and including the uncertainty after obtaining the stress distribution from rainflow counting does not consistently yield conservative reliability index values, as it depends on the critical hot spot. It is essential to note that the simplified assumptions derived from the oil and gas sector may not directly translate to the offshore wind industry due to differences in loading conditions. A reduction of up to approximately 24% in the reliability index is observed for one critical hot spot, while an increase of up to 20% was observed for another. Overall, this paper provides valuable insights into the complex interplay of factors affecting the reliability of joints in offshore fixed jacket support structures, shedding light on the need for tailored approaches to address uncertainties in the specific context of the offshore wind industry.

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
通过应力集中因子每个自由度的个别不确定性,加强海上风力涡轮机夹套接头的疲劳可靠性预测
本文介绍了海上固定夹套支撑结构的平面管状焊接接头的疲劳可靠性预测。采用耦合模型计算夹套支撑结构在风浪载荷作用下的动态响应。利用 Efthymiou 参数方程评估了应力集中系数(SCF),并通过将轴向、平面内和平面外作用的应力分量相加,得出了管状接头弦线和支撑上八个位置的热点应力。应力分布是通过雨流计数法、S-N 曲线的疲劳损伤和米纳法则确定的。对与疲劳寿命评估程序相关的不确定性进行了识别、量化和建模。重点特别放在与 SCFs 相关的不确定性建模上,并提出了一个框架,通过纳入 SCFs 每个自由度(即轴向载荷冠、轴向载荷鞍、平面内弯矩和平面外弯矩)的单独不确定性来评估接头的疲劳可靠性。结果表明,按照 DNV-RP-C210 的建议,为 SCF 的每个自由度假定相同的不确定性水平(变异系数为 0.2),并在通过雨流计数获得应力分布后计入不确定性,并不能始终得出保守的可靠性指数值,因为这取决于临界热点。必须注意的是,由于负载条件的不同,从石油和天然气行业得出的简化假设可能无法直接应用于海上风电行业。一个临界热点的可靠性指数最多可降低约 24%,而另一个临界热点的可靠性指数最多可提高 20%。总之,本文对影响海上固定夹套支撑结构接头可靠性的各种因素之间复杂的相互作用提供了有价值的见解,阐明了在海上风电行业的具体情况下,需要采用量身定制的方法来解决不确定性问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
期刊最新文献
Upper bound solution of the vertical bearing capacity of the pile-bucket composite foundation of offshore wind turbines Impact of hull flexibility on the global performance of a 15 MW concrete-spar floating offshore wind turbine Further development of offshore floating solar and its design requirements Non-linear dynamic behavior of T0 and T90 mesopelagic trawls based on the Hilbert–Huang transform Dynamic analysis in polar exploration: Fluid-structure interaction modeling of projectile colliding with floating ice during water entry
×
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