Structural configurations and dynamic performances of flexible riser with distributed buoyancy modules based on FEM simulations
文献类型:期刊论文
作者 | Chen WM(陈伟民)4,5,6; Guo SX(郭双喜)4,5; Li, Yilun3; Gai, Yuxin2; Shen, Yijun1,6 |
刊名 | INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING |
出版日期 | 2021 |
卷号 | 13页码:650-658 |
ISSN号 | 2092-6782 |
关键词 | Deep-sea mining Flexible riser Riser configuration Response and performance |
DOI | 10.1016/j.ijnaoe.2021.07.003 |
通讯作者 | Chen, Weimin(wmchen@imech.ac.cn) ; Shen, Yijun(yshen2000@163.com) |
英文摘要 | Flexible risers are usually used as conveying systems to bring ocean resources from sea bed up to onshore. Under ocean environments, risers need to bear complex loads and it is crucial to comprehensively examine riser's configurations and to analyze structural dynamic performances under excitation of bottom vehicle motions, to guarantee structural safe operation and required service lives. In this study, considering a saddle-shaped riser, the influences of some important design parameters, including installation position of buoyancy modules, buoyancy ratio and motion of mining vehicle, on riser's configuration and response are carefully examined. Through our FEM simulations, the spatial distributions of structural tensions and curvatures along of riser length, under different configurations, are compared. Then, the impacts of mining vehicle motion on riser dynamic response are discussed, and structural tolerance performance is assessed. The results show that modules installation position and buoyancy ratio have significant impacts on riser configurations. And, an appropriate riser configuration is obtained through comprehensive analysis on the modules positions and buoyancy ratios. Under this proposed configuration, the structural tension and curvature could moderately change with buoyancy modules and bottom-end conditions, in other words, the proposed saddle-shaped riser has a good tolerance performance to various load excitations. (c) 2021 Society of Naval Architects of Korea. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). |
分类号 | 二类 |
WOS关键词 | CONVEYING FLUID ; BEHAVIOR |
资助项目 | State Key Laboratory of Marine Resource Utilization in the South China Sea (Hainan University)[MRUKF2021027] ; Strategic Priority Research Programme of the Chinese Academy of Sciences[XDA22000000] |
WOS研究方向 | Engineering |
语种 | 英语 |
WOS记录号 | WOS:000736949600001 |
资助机构 | State Key Laboratory of Marine Resource Utilization in the South China Sea (Hainan University) ; Strategic Priority Research Programme of the Chinese Academy of Sciences |
其他责任者 | Chen, Weimin ; Shen, Yijun |
源URL | [http://dspace.imech.ac.cn/handle/311007/88230] |
专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
作者单位 | 1.Hainan Univ, Coll Civil Engn & Architecture, Haikou, Hainan, Peoples R China 2.Beihang Univ, Sch Aeronaut Sci & Engn, Beijing, Peoples R China; 3.Univ Paris Saclay, Lab Mecan Sols Struct & Mat MSSMat UMR8579, Cent Supelec, CNRS, Gif Sur Yvette, France; 4.Univ Chinese Acad Sci, Sch Engn Sci, Beijing, Peoples R China; 5.Chinese Acad Sci, Inst Mech, Beijing, Peoples R China; 6.Hainan Univ, State Key Lab Marine Resource Utilizat South Chin, Haikou, Hainan, Peoples R China; |
推荐引用方式 GB/T 7714 | Chen WM,Guo SX,Li, Yilun,et al. Structural configurations and dynamic performances of flexible riser with distributed buoyancy modules based on FEM simulations[J]. INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING,2021,13:650-658. |
APA | 陈伟民,郭双喜,Li, Yilun,Gai, Yuxin,&Shen, Yijun.(2021).Structural configurations and dynamic performances of flexible riser with distributed buoyancy modules based on FEM simulations.INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING,13,650-658. |
MLA | 陈伟民,et al."Structural configurations and dynamic performances of flexible riser with distributed buoyancy modules based on FEM simulations".INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING 13(2021):650-658. |
入库方式: OAI收割
来源:力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。