Nonlinear slackness anatomy during vertical installation of heavy devices in deep water

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2024-03-27 DOI:10.1016/j.marstruc.2024.103626
Filipe Salvador Lopes, Antonio Carlos Fernandes, Joel Sena Sales Junior, Emerson Martins de Andrade
{"title":"Nonlinear slackness anatomy during vertical installation of heavy devices in deep water","authors":"Filipe Salvador Lopes,&nbsp;Antonio Carlos Fernandes,&nbsp;Joel Sena Sales Junior,&nbsp;Emerson Martins de Andrade","doi":"10.1016/j.marstruc.2024.103626","DOIUrl":null,"url":null,"abstract":"<div><p>The vertical lowering of subsea equipment is one of the most used installation methods. Consisting of the lowering of the equipment by using a cable connected to a crane located on a support vessel, this method is usually more straightforward than others. However, the vertical stiffness of the system depends on the cable's length, meaning that the natural frequency of vertical motions will vary along the lowering of the equipment. At some water depths, the natural frequency will be close to the typical wave frequency of the region, which will lead to a dynamic amplification of these motions, which can lead to the slackness of the cable, that is, there will be zero tension on the cable. The lack of stiffness due to the slackness means that the equipment's submerged weight will be responsible for bringing the equipment downwards, leading subsequently to higher tension peaks usually known as snap loads. The current recommendation by the classification societies is to avoid installing under environmental conditions when slackness occurs. However, based on the understanding of the nonlinear anatomy when the cable is slack, the present work shows that it would be possible to increase the operation window.</p></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"96 ","pages":"Article 103626"},"PeriodicalIF":4.0000,"publicationDate":"2024-03-27","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/S0951833924000546","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

The vertical lowering of subsea equipment is one of the most used installation methods. Consisting of the lowering of the equipment by using a cable connected to a crane located on a support vessel, this method is usually more straightforward than others. However, the vertical stiffness of the system depends on the cable's length, meaning that the natural frequency of vertical motions will vary along the lowering of the equipment. At some water depths, the natural frequency will be close to the typical wave frequency of the region, which will lead to a dynamic amplification of these motions, which can lead to the slackness of the cable, that is, there will be zero tension on the cable. The lack of stiffness due to the slackness means that the equipment's submerged weight will be responsible for bringing the equipment downwards, leading subsequently to higher tension peaks usually known as snap loads. The current recommendation by the classification societies is to avoid installing under environmental conditions when slackness occurs. However, based on the understanding of the nonlinear anatomy when the cable is slack, the present work shows that it would be possible to increase the operation window.

Abstract Image

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
深水重型设备垂直安装过程中的非线性松弛解剖
海底设备的垂直下降是最常用的安装方法之一。这种方法通常比其他方法更简单,它是通过与位于辅助船上的起重机相连的缆绳来降低设备。然而,系统的垂直刚度取决于缆绳的长度,这意味着垂直运动的固有频率会随着设备的下降而变化。在某些水深,固有频率将接近该区域的典型波频,这将导致这些运动的动态放大,从而导致缆绳松弛,即缆绳上的张力为零。松弛导致的刚度不足意味着设备的水下重量将使设备向下倾斜,从而导致更高的拉力峰值,通常被称为 "断裂荷载"。船级社目前的建议是避免在出现松弛的环境条件下安装设备。然而,基于对电缆松弛时非线性解剖的理解,目前的工作表明可以增加操作窗口。
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