Numerical Analysis of VIV on Drillstring During CPT in Shallow High-Current Sea

Marcio Yamamoto, Sotaro Masanobu, J. Yamamoto, Katsuo Ban, Masayuki Ikenobu, Tamotsu Izumida, T. Sakamoto
{"title":"Numerical Analysis of VIV on Drillstring During CPT in Shallow High-Current Sea","authors":"Marcio Yamamoto, Sotaro Masanobu, J. Yamamoto, Katsuo Ban, Masayuki Ikenobu, Tamotsu Izumida, T. Sakamoto","doi":"10.1115/iowtc2019-7534","DOIUrl":null,"url":null,"abstract":"\n To design the foundation of a fixed-type wind turbine, the geotechnical data of the region in different depths below the seafloor must be surveyed using a cone penetration test (CPT). A common methodology to carry out the CPT in shallow water is to use a drillstring to drill a well. Then the drillstring must be anchored and a cone probe is conveyed within the drillstring to survey the undisturbed soil a few meters below the bit. However, during the period the drillstring is anchored in a relative high-current environment, it will be exposed to the vortex-induced vibration (VIV). In this article, we will present the VIV numerical analysis to assess the stress and accumulate fatigue on the drillstring. The simulation was calculated in the frequency domain using commercial software for marine riser analysis used by the Petroleum Industry. We compared two different drillstrings, one composed by Bottom Hole Assembly (BHA) and drill pipe and the other using BHA and heavyweight drill pipe. The VIV results show slightly better performance of the string composed by heavy weight drill pipes.","PeriodicalId":131294,"journal":{"name":"ASME 2019 2nd International Offshore Wind Technical Conference","volume":"140 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-12-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ASME 2019 2nd International Offshore Wind Technical Conference","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1115/iowtc2019-7534","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

To design the foundation of a fixed-type wind turbine, the geotechnical data of the region in different depths below the seafloor must be surveyed using a cone penetration test (CPT). A common methodology to carry out the CPT in shallow water is to use a drillstring to drill a well. Then the drillstring must be anchored and a cone probe is conveyed within the drillstring to survey the undisturbed soil a few meters below the bit. However, during the period the drillstring is anchored in a relative high-current environment, it will be exposed to the vortex-induced vibration (VIV). In this article, we will present the VIV numerical analysis to assess the stress and accumulate fatigue on the drillstring. The simulation was calculated in the frequency domain using commercial software for marine riser analysis used by the Petroleum Industry. We compared two different drillstrings, one composed by Bottom Hole Assembly (BHA) and drill pipe and the other using BHA and heavyweight drill pipe. The VIV results show slightly better performance of the string composed by heavy weight drill pipes.
浅层大流海CPT钻柱涡激振动数值分析
为了设计固定式风力发电机的基础,必须使用锥贯入试验(CPT)对海底以下不同深度区域的岩土工程数据进行调查。在浅水区进行CPT的常用方法是使用钻柱钻井。然后必须锚定钻柱,并在钻柱内输送锥形探头,以测量钻头下方几米的未受干扰的土壤。然而,当钻柱锚定在一个相对大电流的环境中时,它将暴露在涡激振动(VIV)中。在本文中,我们将介绍涡激振动的数值分析,以评估钻柱的应力和累积疲劳。利用石油工业使用的海洋立管分析商业软件在频域进行了模拟计算。我们比较了两种不同的钻柱,一种是由底部钻具组合(BHA)和钻杆组成的,另一种是由底部钻具组合(BHA)和重型钻杆组成的。VIV结果表明,由重型钻杆组成的管柱性能略好。
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 求助全文
来源期刊
自引率
0.00%
发文量
0
×
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