Generalized closed-form formulae for characterizing the ultimate strength envelope of ship stiffened panels subjected to combined biaxial compression and lateral pressure

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2025-01-31 DOI:10.1016/j.marstruc.2025.103789
Dongyang Li , Zhen Chen
{"title":"Generalized closed-form formulae for characterizing the ultimate strength envelope of ship stiffened panels subjected to combined biaxial compression and lateral pressure","authors":"Dongyang Li ,&nbsp;Zhen Chen","doi":"10.1016/j.marstruc.2025.103789","DOIUrl":null,"url":null,"abstract":"<div><div>Semi-analytical formula derived from numerical or experimental data is universally recognized as a powerful approach in the ultimate limit state (ULS) design of ship structures. However, it is extremely challenging to formulate a unified equation with excellent accuracy, applicability and practicality for characterizing the ultimate strength envelope of ship stiffened panels under combined biaxial compression and lateral pressure using conventional regression techniques. To address this drawback, this paper proposes a novel strategy mainly involving an equivalent sequential loading approach and artificial intelligence method. The FE model and new loading approach are validated based on the reported experimental data and classical proportional loading approach. Then, traditional implicit interaction relationship of the ultimate strength of stiffened panels under biaxial compression is decoupled by using the new loading method. Afterward, ABAQUS non-linear finite element analysis (FEA) incorporated with a Python code is conducted extensively. Influences of the plate aspect ratio, plate slenderness ratio, column slenderness ratio, transverse/longitudinal load and lateral pressure on the longitudinal/transverse ultimate strength (LUS or TUS) are comprehensively examined. In total, 4009 and 2813 datasets are numerically generated to develop two artificial neural network (ANN) models. The derived explicit formulae used to predict the LUS and TUS both reveal positive agreements with FE results (<em>R</em> = 0.993 and 0.999 for the two test sets), and they are eventually implemented in two user-friendly graphical interface tools. Performance of the proposed generalized closed-form formulae is further verified by using the reported experimental data, empirical formulae and numerical results of other scholars. The proposed formulae can effectively address the ultimate strength assessment of stiffened panels under different load combinations, including pure longitudinal/transverse compression, combined longitudinal/transverse compression &amp; lateral pressure, as well as combined biaxial compression &amp; lateral pressure.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"102 ","pages":"Article 103789"},"PeriodicalIF":4.0000,"publicationDate":"2025-01-31","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/S0951833925000139","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

Semi-analytical formula derived from numerical or experimental data is universally recognized as a powerful approach in the ultimate limit state (ULS) design of ship structures. However, it is extremely challenging to formulate a unified equation with excellent accuracy, applicability and practicality for characterizing the ultimate strength envelope of ship stiffened panels under combined biaxial compression and lateral pressure using conventional regression techniques. To address this drawback, this paper proposes a novel strategy mainly involving an equivalent sequential loading approach and artificial intelligence method. The FE model and new loading approach are validated based on the reported experimental data and classical proportional loading approach. Then, traditional implicit interaction relationship of the ultimate strength of stiffened panels under biaxial compression is decoupled by using the new loading method. Afterward, ABAQUS non-linear finite element analysis (FEA) incorporated with a Python code is conducted extensively. Influences of the plate aspect ratio, plate slenderness ratio, column slenderness ratio, transverse/longitudinal load and lateral pressure on the longitudinal/transverse ultimate strength (LUS or TUS) are comprehensively examined. In total, 4009 and 2813 datasets are numerically generated to develop two artificial neural network (ANN) models. The derived explicit formulae used to predict the LUS and TUS both reveal positive agreements with FE results (R = 0.993 and 0.999 for the two test sets), and they are eventually implemented in two user-friendly graphical interface tools. Performance of the proposed generalized closed-form formulae is further verified by using the reported experimental data, empirical formulae and numerical results of other scholars. The proposed formulae can effectively address the ultimate strength assessment of stiffened panels under different load combinations, including pure longitudinal/transverse compression, combined longitudinal/transverse compression & lateral pressure, as well as combined biaxial compression & lateral pressure.
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
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
Derivation of design S-N curves for butt welds in support structures for wind turbines State estimation method for deepwater drilling riser system based on monitoring information An experimental study on the strain responses of blades and struts of a 5MW semi-submersible floating vertical-axis wind turbine Evaluation of hull girder ultimate strength for dry cargo inland vessels The tensile armor behavior of unbonded flexible pipes close to end fitting under uniform bending
×
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