Knowledge Management System of Institue of Mechanics, CAS
A Finite Element Study of Multi-Mode VIV of Slender Riser Experiencing Non-Uniform Flow | |
Li M(李敏); Chen WM(陈伟民); Zhang LW(张立武) | |
会议录名称 | 李敏;陈伟民;张立武.A Finite Element Study of Multi-Mode VIV of Slender Riser Experiencing Non-Uniform Flow.2011 |
2011 | |
会议名称 | ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2011) |
会议日期 | 2011 |
会议地点 | Rotterdam, The Netherlands |
摘要 | The dynamic characteristics of deepwater riser usually present serried modes with lower frequencies, because structural flexibility is very large due to high aspect ratio (ratio of length to diameter of riser). Moreover, in practice flow velocity usually distributes non-uniformly along the riser length. A coupling model, for multi-mode VIV (vortex-induced vibration) of slender riser experiencing non-uniform flow, by means of finite element simulation combined with the hydrodynamic model taking account of the interaction between fluid and structure in time-domain, is proposed. VIV responses of slender risers respectively in uniform, stepped and shear flow are explored. Satisfied agreements with experiment results are observed. Additionally, based on the numerical simulations effects of reduced velocity and modal energy on modal weight are explored. We note that for case of multi-mode vibration the participating modes tend to distribute by groups. |
WOS记录号 | WOS:000314793700023 |
课题组名称 | LMFS海洋环境与工程(LEM) |
ISBN号 | 978-0-7918-4439-7 |
URL | 查看原文 |
收录类别 | CPCI-S ; EI |
语种 | 英语 |
引用统计 | |
文献类型 | 会议论文 |
条目标识符 | http://dspace.imech.ac.cn/handle/311007/45656 |
专题 | 环境力学重点实验室(2009-2011) |
推荐引用方式 GB/T 7714 | Li M,Chen WM,Zhang LW. A Finite Element Study of Multi-Mode VIV of Slender Riser Experiencing Non-Uniform Flow[C]李敏;陈伟民;张立武.A Finite Element Study of Multi-Mode VIV of Slender Riser Experiencing Non-Uniform Flow.2011,2011. |
条目包含的文件 | 下载所有文件 | |||||
文件名称/大小 | 文献类型 | 版本类型 | 开放类型 | 使用许可 | ||
49296.pdf(985KB) | 会议论文 | 开放获取 | CC BY-NC-SA | 浏览 下载 |
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。
修改评论