Wave loads on high-rise pile cap structures and mitigation approach

doi:10.1016/j.oceaneng.2021.110189

CORC > 力学研究所 > 中国科学院力学研究所 > 流固耦合系统力学重点实验室(2012-)

	Wave loads on high-rise pile cap structures and mitigation approach
	Chen L(陈灵); Zhou JF(周济福); Duan JL(段金龙); Wang X(王旭); Xie YQ(谢益芹)
刊名	OCEAN ENGINEERING
	2022-01
卷号	243 页码:110189
关键词	High-rise pile cap foundation Wave impact loads Cap bottom elevation Structural improvement
ISSN号	0029-8018
DOI	10.1016/j.oceaneng.2021.110189
英文摘要	A 11el type of foundation, a high-rise pile cap structure, was proposed to support offshore wind turbines in China. It is unique because the upper cap is now and then partially submerged or totally exposed in the air. The wave force of this unique structure is not well understood yet. In this paper, a fully nonlinear numerical wave tank is established to deal with this problem based on Navier-Stokes equations and volume of fluid technique. The wave impact loads on the structure and their mechanism are revealed. Modifications of the cap bottom elevation are considered to explore its influence on direct and indirect wave impact loads on the lower piles. The wave impact load on the most dangerous pile is detected high if the cap bottom is at the still water level or close to the wave crest level, and small impact load is found while the cap bottom is at the height of half wave crest. Attempts of structural improvement are considered to reduce the wave impact loads on the piles. The wave impact load can be notably reduced by opening air vents in the cap together with lifting the bottom of the inner part of the cap.
学科主题	Engineering, Marine ; Engineering, Civil ; Engineering, Ocean ; Oceanography
分类号	一类
语种	英语
WOS记录号	WOS:000725698300002
资助机构	National Natural Science Foundation of China [12132018, 11972352] ; Strategic Priority Research Program of the Chinese Academy of Sciences [XDA22040304]
其他责任者	Zhou, JF ; Duan, JL (corresponding author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
内容类型	期刊论文
源URL	[http://dspace.imech.ac.cn/handle/311007/90201]
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 100049, Peoples R China 2.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China
推荐引用方式 GB/T 7714	Chen L,Zhou JF,Duan JL,et al. Wave loads on high-rise pile cap structures and mitigation approach[J]. OCEAN ENGINEERING,2022,243:110189.
APA	陈灵,周济福,段金龙,王旭,&谢益芹.(2022).Wave loads on high-rise pile cap structures and mitigation approach.OCEAN ENGINEERING,243,110189.
MLA	陈灵,et al."Wave loads on high-rise pile cap structures and mitigation approach".OCEAN ENGINEERING 243(2022):110189.