The tensile armor behavior of unbonded flexible pipes close to end fitting under uniform bending

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Leilei Dong , Wei Zhao , Yi Huang , Yingying Wang , Qi Zhang , Hongqi Yang
{"title":"The tensile armor behavior of unbonded flexible pipes close to end fitting under uniform bending","authors":"Leilei Dong ,&nbsp;Wei Zhao ,&nbsp;Yi Huang ,&nbsp;Yingying Wang ,&nbsp;Qi Zhang ,&nbsp;Hongqi Yang","doi":"10.1016/j.marstruc.2024.103761","DOIUrl":null,"url":null,"abstract":"<div><div>A theoretical model is presented to investigate the impact of end fitting on slip and stress of tensile armors in unbonded flexible pipes under axial tension and uniform bending in the presence of friction. The problem is characterized by a single armor wire helically wound around a cylindrical supporting surface which is subjected to tension and bending. The deviation from the initial helical angle is used to describe the path of the armor as the pipe is stretched and bent. The integral of this angle change gives the lateral displacement of the wire, which is determined by minimizing the energy functional that consists of the strain energy due to axial strain, local bending and torsion, and the energy dissipated by friction. This leads to a variational problem with fixed endpoints. The obtained differential equation is transformed into a boundary value problem, which is solved numerically. The developed model is verified using a finite element (FE) simulation. Comparisons between the model predictions and the FE results regarding the transverse slip and local bending stress demonstrate good correlations. The results also show that the theoretical solutions of axial slip and stress are in good agreements with the numerical outputs when the wire starts from the intrados or extrados points. The verified model is then applied to study the effects of imposed tension, global curvature, friction coefficient and initial polar angle on the transverse bending stress at the end fitting. The results show that the end restraint could cause a significant stress increase in the armor wire at the end fitting vicinity. The response is linear with respect to tension but nonlinear to curvature. Friction could significantly increase the stress at the end fitting compared to the frictionless case. The critical location is on the tensile side of the pipe. The effect of initial hoop position on the axial stress is also studied. The fixed condition has no influence on the axial stress in the tendon close to the end when it starts from the intrados or extrados points.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"102 ","pages":"Article 103761"},"PeriodicalIF":4.0000,"publicationDate":"2025-02-01","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/S0951833924001898","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

A theoretical model is presented to investigate the impact of end fitting on slip and stress of tensile armors in unbonded flexible pipes under axial tension and uniform bending in the presence of friction. The problem is characterized by a single armor wire helically wound around a cylindrical supporting surface which is subjected to tension and bending. The deviation from the initial helical angle is used to describe the path of the armor as the pipe is stretched and bent. The integral of this angle change gives the lateral displacement of the wire, which is determined by minimizing the energy functional that consists of the strain energy due to axial strain, local bending and torsion, and the energy dissipated by friction. This leads to a variational problem with fixed endpoints. The obtained differential equation is transformed into a boundary value problem, which is solved numerically. The developed model is verified using a finite element (FE) simulation. Comparisons between the model predictions and the FE results regarding the transverse slip and local bending stress demonstrate good correlations. The results also show that the theoretical solutions of axial slip and stress are in good agreements with the numerical outputs when the wire starts from the intrados or extrados points. The verified model is then applied to study the effects of imposed tension, global curvature, friction coefficient and initial polar angle on the transverse bending stress at the end fitting. The results show that the end restraint could cause a significant stress increase in the armor wire at the end fitting vicinity. The response is linear with respect to tension but nonlinear to curvature. Friction could significantly increase the stress at the end fitting compared to the frictionless case. The critical location is on the tensile side of the pipe. The effect of initial hoop position on the axial stress is also studied. The fixed condition has no influence on the axial stress in the tendon close to the end when it starts from the intrados or extrados points.
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