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二阶波浪力下超大型半潜浮式风力机动态响应分析
引用本文:赵志新,施伟,王文华,李昕.二阶波浪力下超大型半潜浮式风力机动态响应分析[J].太阳能学报,2023,44(1):335-345.
作者姓名:赵志新  施伟  王文华  李昕
作者单位:1.大连理工大学水利工程学院,大连 116024;2.大连理工大学海岸与近海工程国家重点实验室,大连 116024;3.大连理工大学深海工程研究中心,大连 116024
基金项目:国家自然科学基金(51939002; 52071058); 辽宁省兴辽英才计划(XLYC1807208); 中央高校基本业务科研费(DUT20ZD219)
摘    要:针对DTU(Technical University of Denmark)10 MW风力机,使用FAST软件对典型海况下不同水动力分量作用下的半潜浮式风力机系统进行全耦合分析,包括仅一阶波浪力作用、一阶波浪力和采用Newman近似计算的二阶差频波浪力作用、一阶波浪力和全域二次传递函数(quadratic transfer functions,QTFs)计算的二阶差频波浪力作用、一阶波浪力和全域QTFs计算的二阶和频波浪力作用以及一阶波浪力和全域QTFs计算的完整二阶波浪力作用,以对比分析二阶差频、和频波浪力对超大型半潜浮式风力机动态响应的影响;基于风力机结构疲劳计算理论,分析二阶差频和频波浪力对风力机结构疲劳破坏的影响。研究发现:在极端海况下,二阶差频波浪力对平台运动响应,二阶差频及和频波浪力对半潜浮式风力机结构荷载和疲劳破坏均产生显著影响。此外,Newman近似方法明显低估二阶差频波浪力对半潜浮式风力机动态响应的影响。

关 键 词:海上风电  动态响应  水动力  疲劳分析  半潜浮式风力机  时域全耦合分析
收稿时间:2021-08-23

DYNAMIC RESPONSE ANALYSIS OF AN ULTRA-LARGE SEMI-SUBMERSIBLE FLOATING WIND TURBINE UNDER SECOND-ORDER WAVE FORCES
Zhao Zhixin,Shi Wei,Wang Wenhua,Li Xin.DYNAMIC RESPONSE ANALYSIS OF AN ULTRA-LARGE SEMI-SUBMERSIBLE FLOATING WIND TURBINE UNDER SECOND-ORDER WAVE FORCES[J].Acta Energiae Solaris Sinica,2023,44(1):335-345.
Authors:Zhao Zhixin  Shi Wei  Wang Wenhua  Li Xin
Affiliation:1. School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China;2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;3. Deepwater Engineering Research Center, Dalian University of Technology, Dalian 116024, China
Abstract:For DTU (Technical University of Denmark, DTU) 10 MW wind turbines, the fully coupled analysis for the semi-submersible floating offshore wind turbine (FOWT) system was conducted by using FAST software under the typical sea states with different hydrodynamic components to compare and analyze the effect of second-order difference- and sum-frequency wave forces on the dynamic responses of the ultra-large semi-submersible FOWT, including only first-order wave force, first- and second-order difference-frequency wave forces calculated by Newman’s approximation and full-field quadratic transfer functions (QTFs),respectively, first- and second-order sum-frequency wave forces calculated by full-field QTFs, and first- and complete second-order wave forces calculated by full-field QTFs. Based on the fatigue calculation theory of the wind turbine structure, the effect of second-order difference- and sum-frequency wave forces on the fatigue failure of the wind turbine structure is analyzed. The study found that under extreme sea states,second-order difference-frequency wave force has a significant effect on the platform motions, and the second-order difference- and sum-frequency wave forces has a significant effect on the structural loads and fatigue failure of the semi-submersible FOWT. In addition, the Newman’s approximation method obviously underestimates the effect of second-order difference-frequency wave forces on the dynamic response of the semi-submersible FOWT.
Keywords:offshore wind power  dynamic response  hydrodynamics  fatigue analysis  semi-submersible floating wind turbine  time domain fully coupled analysis  
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