Nonlinear Wave Loads on High-rise Pile Cap Structures in the Donghai Bridge Wind Farm
文献类型：期刊论文
| 作者 | Chen L(陈凌); Zhou JF(周济福) ; Wang X(王旭); Wang Z(王展)
|
| 刊名 | INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING
 |
| 出版日期 | 2018-09-01 |
| 卷号 | 28期号:3页码:263-271 |
| 关键词 | Offshore wind turbine high-rise pile cap foundation wave loads impact effect Donghai Bridge Wind Farm |
| ISSN号 | 1053-5381 |
| DOI | 10.17736/ijope.2018.jc717 |
| 英文摘要 | A new type of bottom-fixed structure, the so-called high-rise pile cap foundation, has been proposed and used to support offshore wind turbines in the Donghai Bridge Wind Farm, China. Engineers are unaware of the wave load mechanisms for this new structure. Using the Navier-Stokes equations and volume of fluid technique, a fully nonlinear numerical wave tank is established to investigate free surface wave loads and moments for the new structure. The interaction between the cap and piles are discussed in detail. In the case of fully nonlinear waves, the maximum horizontal wave load on all the piles with the cap can increase by 30% compared with those without the cap, and the maximum horizontal wave load on a single pile is nearly doubled. The horizontal wave load on the cap with the piles can increase by about 15%, while the vertical wave load decreases slightly. The conventional Morison formula and diffraction theory generally underestimate the wave loads on the piles and the cap as well. |
| 分类号 | Q4 |
| URL标识 | 查看原文 |
| WOS关键词 | OPENFOAM(R) ; FORCES ; COMPUTATIONS ; GENERATION ; FOUNDATION ; CYLINDERS ; VOLUME ; TANK ; DECK |
| WOS研究方向 | Engineering, Civil ; Engineering, Ocean ; Engineering, Mechanical |
| 语种 | 英语 |
| WOS记录号 | WOS:000444808400006 |
| 资助机构 | National Natural Science Foundation of China [11232012, 11572332, 11172307] ; National Key R&D Program of China [2017YFC1404202, 2014CB046204] ; Strategic Priority Research Program of the Chinese Academy of Sciences [XDB22040203] |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/77947]  |
| 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.Univ Chinese Acad Sci, Sch Engn Sci, Beijing, Peoples R China 2.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China |
| 推荐引用方式 GB/T 7714 | Chen L,Zhou JF,Wang X,et al. Nonlinear Wave Loads on High-rise Pile Cap Structures in the Donghai Bridge Wind Farm[J]. INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING,2018,28(3):263-271. |
| APA | 陈凌,周济福,王旭,&王展.(2018).Nonlinear Wave Loads on High-rise Pile Cap Structures in the Donghai Bridge Wind Farm.INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING,28(3),263-271. |
| MLA | 陈凌,et al."Nonlinear Wave Loads on High-rise Pile Cap Structures in the Donghai Bridge Wind Farm".INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING 28.3(2018):263-271. |
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。