A review on recent advancements of substructures for offshore wind turbines

被引:161
|
作者
Wang, Xuefei [1 ]
Zeng, Xiangwu [1 ]
Li, Jiale [1 ]
Yang, Xu [1 ]
Wang, Haijun [2 ]
机构
[1] Case Western Reserve Univ, Dept Civil Engn, Cleveland, OH 44106 USA
[2] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
关键词
Bearing capacity; Offshore wind turbine (OWT); Research method; Substructures; Suction bucket foundation; Wind energy; SUCTION BUCKET FOUNDATION; LATERAL BEARING CAPACITY; CAISSON FOUNDATIONS; MODEL TESTS; DESIGN OPTIMIZATION; FAILURE ENVELOPE; SEEPAGE FIELD; MARINE SAND; CLAY; INSTALLATION;
D O I
10.1016/j.enconman.2017.12.061
中图分类号
O414.1 [热力学];
学科分类号
摘要
The sustainable development of offshore wind energy requires thorough investigations on technological issues. The substructure, which acts as the natural link between technologies and environments, is a critical topic for the offshore wind industry. This paper presents a comprehensive review of variable types of offshore wind substructures associate with their corresponding example projects. The study is complemented with a special attention to a novel foundation, namely suction bucket foundation. Main technological issues related to this concept are integrated. In the paper, bearing behaviors of offshore wind turbines (OWTs) with the suction bucket foundation under lateral loads, vertical loads, combined loads, and extreme loading conditions are discussed. Two installation methods are introduced. The geometric and improved design is illustrated by considering capabilities in transportation and installation. Research methods, including field tests, laboratory tests, centrifuge tests, theoretical analysis and numerical simulations, are listed; these methods are employed in previous studies to investigate behaviors of the OWT. This review integrates most relevant aspects and recent advancements together, which aims to provide a reference frame for future studies and projects.
引用
收藏
页码:103 / 119
页数:17
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