Hydroelastic analysis of VLFS integrated with porous floating box breakwater using multi-domain boundary element method

IF 5.1 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2025-04-15 Epub Date: 2024-12-09 DOI:10.1016/j.marstruc.2024.103747
S. Hemanth, D. Karmakar
{"title":"Hydroelastic analysis of VLFS integrated with porous floating box breakwater using multi-domain boundary element method","authors":"S. Hemanth,&nbsp;D. Karmakar","doi":"10.1016/j.marstruc.2024.103747","DOIUrl":null,"url":null,"abstract":"<div><div>The present study analyses the feasibility of integrating a Very Large Floating Structure (VLFS) with a porous floating box-type breakwater kept fixed in its position to analyze the hydroelastic responses within the integrated system based on linearized wave theory. The integrated VLFS-breakwater system, comprising the VLFS and the porous box-type breakwater assures in mitigating the structural effects induced by waves. The coupled Multi-Domain Boundary Element Method (MDBEM) and Finite Difference Method (FDM) are employed to investigate the performance of integrated VLFS-breakwater system. The computational framework employs the MDBEM to model the fluid domain and the floating breakwaters, while the VLFS is modeled using the FDM approach. The study considers three distinct relative positions of the VLFS integrated with a floating breakwater on (i) the leeside, (ii) the seaside, and (iii) on both leeside and seaside of the VLFS. The numerical study is performed based on thin-plate theory and small amplitude wave theory. The study corroborates its numerical findings with existing literature, supporting the validity of its methodology. The integrated system effectively reduces forces acting on the VLFS by absorbing the primary impact of waves. Consequently, the hydroelastic response of the VLFS is reduced, preserving its structural integrity and enhancing overall safety. The study signifies the importance of integrating the porous box-type breakwater with the VLFS. The importance of the orientation of the structure towards the sea waves, the porosity of the breakwater, the effect of relative spacing between the breakwater and VLFS and variations in hydrodynamic responses with respect to the placement of the floating breakwater are thoroughly discussed. The study performed will be helpful in the design and implementation of integrated VLFS-breakwater system, enhancing their robustness and safety in maritime environments.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"101 ","pages":"Article 103747"},"PeriodicalIF":5.1000,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833924001758","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2024/12/9 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

The present study analyses the feasibility of integrating a Very Large Floating Structure (VLFS) with a porous floating box-type breakwater kept fixed in its position to analyze the hydroelastic responses within the integrated system based on linearized wave theory. The integrated VLFS-breakwater system, comprising the VLFS and the porous box-type breakwater assures in mitigating the structural effects induced by waves. The coupled Multi-Domain Boundary Element Method (MDBEM) and Finite Difference Method (FDM) are employed to investigate the performance of integrated VLFS-breakwater system. The computational framework employs the MDBEM to model the fluid domain and the floating breakwaters, while the VLFS is modeled using the FDM approach. The study considers three distinct relative positions of the VLFS integrated with a floating breakwater on (i) the leeside, (ii) the seaside, and (iii) on both leeside and seaside of the VLFS. The numerical study is performed based on thin-plate theory and small amplitude wave theory. The study corroborates its numerical findings with existing literature, supporting the validity of its methodology. The integrated system effectively reduces forces acting on the VLFS by absorbing the primary impact of waves. Consequently, the hydroelastic response of the VLFS is reduced, preserving its structural integrity and enhancing overall safety. The study signifies the importance of integrating the porous box-type breakwater with the VLFS. The importance of the orientation of the structure towards the sea waves, the porosity of the breakwater, the effect of relative spacing between the breakwater and VLFS and variations in hydrodynamic responses with respect to the placement of the floating breakwater are thoroughly discussed. The study performed will be helpful in the design and implementation of integrated VLFS-breakwater system, enhancing their robustness and safety in maritime environments.
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
基于多域边界元法的VLFS -多孔浮箱式防波堤整体水弹性分析
本文基于线性化波浪理论,分析了将超大型浮体结构与固定位置的多孔浮箱型防波堤集成在一起的可行性,分析了集成系统内的水弹性响应。由VLFS和多孔箱型防波堤组成的集成VLFS-防波堤系统保证了减轻波浪引起的结构效应。采用耦合多域边界元法(MDBEM)和有限差分法(FDM)对vlfs -防波堤一体化系统的性能进行了研究。计算框架采用MDBEM方法对流体域和浮式防波堤进行建模,VLFS采用FDM方法进行建模。该研究考虑了VLFS与浮动防波堤相结合的三个不同的相对位置,即(i)背风面,(ii)海边,以及(iii) VLFS的背风面和海边。基于薄板理论和小振幅波理论进行了数值研究。该研究与现有文献证实了其数值结果,支持其方法的有效性。集成系统通过吸收波浪的主要影响,有效地减少了作用在VLFS上的力。因此,降低了VLFS的水弹性响应,保持了结构的完整性,提高了整体安全性。说明了将多孔箱式防波堤与VLFS结合起来的重要性。深入讨论了结构对海浪方向的重要性、防波堤的孔隙率、防波堤与VLFS之间的相对间距的影响以及与浮动防波堤放置有关的水动力响应的变化。研究结果将有助于vlfs防波堤综合系统的设计和实现,提高其在海上环境中的稳健性和安全性。
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
Finite element model reconstruction of welded tubular joints from incomplete point cloud scans Numerical investigation of flow past a rotating dual-step cylinder Progressive failure analysis of marine composite sandwiches under combined biaxial compression and lateral pressure: ultimate strength and failure mode characteristics Experimental investigation of evolution of bending stiffness in dynamic submarine cables and the contribution of polyethylene layers Ambient temperature effect on wear: Experimental insights into EH36 steel under Arctic conditions
×
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:604180095
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