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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)
发表期刊OCEAN ENGINEERING
2022-01
卷号243页码:110189
ISSN0029-8018
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.
关键词High-rise pile cap foundation Wave impact loads Cap bottom elevation Structural improvement
学科领域Engineering, Marine ; Engineering, Civil ; Engineering, Ocean ; Oceanography
DOI10.1016/j.oceaneng.2021.110189
收录类别SCI ; EI
语种英语
WOS记录号WOS:000725698300002
项目资助者National Natural Science Foundation of China [12132018, 11972352] ; Strategic Priority Research Program of the Chinese Academy of Sciences [XDA22040304]
论文分区一类
力学所作者排名1
RpAuthorZhou, JF ; Duan, JL (corresponding author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
引用统计
被引频次:8[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/90201
专题流固耦合系统力学重点实验室
作者单位1.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China
2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, 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.
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