Water impact damage considering hydro-plastic interactions: Extensive experimental and numerical validation, and structural design recommendations

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Zhaolong Yu
{"title":"Water impact damage considering hydro-plastic interactions: Extensive experimental and numerical validation, and structural design recommendations","authors":"Zhaolong Yu","doi":"10.1016/j.marstruc.2024.103766","DOIUrl":null,"url":null,"abstract":"<div><div>Water impact damage can occur for ocean structures subjected to extreme waves as well as aeronautical vehicles during emergency water landing. The problem involves complicated fluid structure interaction (FSI) effects between large plastic structural deformations and fluid flow pressures, known as hydro-plasticity, and is not well understood. In 2019, we (Yu et al. [1]) derived a novel hydroplastic solution for water impact damage of beams and stiffened panels considering the mutual coupling effect. This paper utilizes results from model tests, real world wave impact accidents and coupled FSI numerical simulations to verify comprehensively the accuracy of the hydroplastic model in terms of the predicted structural damage and pressure histories. As most design standards use suggested pressure curves for designing against extreme wave impacts in the maritime and offshore industries, the pressure histories predicted by the hydroplastic model are reapplied to the structures to calculate the structural responses using nonlinear finite element analysis (NLFEA). This is to test if the generated pressure histories can reproduce the water impact damage and be used as suggested design pressure curves. Finally, a new design method is suggested based on the hydroplastic slamming model for the design of ocean structures against extreme wave impacts. The proposed design approach suggests using impact velocities rather than design pressures in current design standards, as the main design parameter, the value of which should meet required annual exceedance probability levels. The proposed design approach represents clear improvement and is useful for reliable and cost-effective design of structures against extreme water impacts.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"101 ","pages":"Article 103766"},"PeriodicalIF":4.0000,"publicationDate":"2024-12-23","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/S0951833924001941","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

Water impact damage can occur for ocean structures subjected to extreme waves as well as aeronautical vehicles during emergency water landing. The problem involves complicated fluid structure interaction (FSI) effects between large plastic structural deformations and fluid flow pressures, known as hydro-plasticity, and is not well understood. In 2019, we (Yu et al. [1]) derived a novel hydroplastic solution for water impact damage of beams and stiffened panels considering the mutual coupling effect. This paper utilizes results from model tests, real world wave impact accidents and coupled FSI numerical simulations to verify comprehensively the accuracy of the hydroplastic model in terms of the predicted structural damage and pressure histories. As most design standards use suggested pressure curves for designing against extreme wave impacts in the maritime and offshore industries, the pressure histories predicted by the hydroplastic model are reapplied to the structures to calculate the structural responses using nonlinear finite element analysis (NLFEA). This is to test if the generated pressure histories can reproduce the water impact damage and be used as suggested design pressure curves. Finally, a new design method is suggested based on the hydroplastic slamming model for the design of ocean structures against extreme wave impacts. The proposed design approach suggests using impact velocities rather than design pressures in current design standards, as the main design parameter, the value of which should meet required annual exceedance probability levels. The proposed design approach represents clear improvement and is useful for reliable and cost-effective design of structures against extreme water impacts.
求助全文
约1分钟内获得全文 求助全文
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.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信