文章摘要
吴中旺, 叶 舟, 成 欣, 王东华,李 春.极端海况下海上漂浮式风力机张力腿平台动力分析Journal of Water Resources and Water Engineering[J].,2015,26(6):151-157
极端海况下海上漂浮式风力机张力腿平台动力分析
Dynamics analysis of tension leg platform for floating wind turbine under extreme sea condition
  
DOI:10.11705/j.issn.1672-643X.2015.06.028
中文关键词: 漂浮式风力机  张力腿平台  极端海况  振动  强度
英文关键词: offshore wind turbine  tension leg platform  extreme sea condition  vibration  strength
基金项目:上海市研究生创新基金项目(JWCXSL1402); 上海市教育委员会科研创新项目(13YZ066); 国家自然科学基金项目(51176129); 上海市科委项目(13DZ2260900)
Author NameAffiliation
WU Zhongwang1, YE Zhou1,2, CHENG Xin1, WANG Donghua1, LI Chun1,2 (1.上海理工大学 能源与动力工程学院上海2000932.上海市动力工程多相流动与传热重点实验室上海200093) 
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中文摘要:
      根据NREL5MW风力机设计参数,建立整机及其张力腿平台三维模型,针对平台动力特性,采用有限元方法,利用ANSYS有限元软件和开源程序软件FAST,基于Block Lanczos算法和Von-Mises失效理论,考虑平台结构阻尼和惯性载荷,分别研究了平台振动特性和极端海况下平台结构应力。结果表明:不同的风波流载荷方向对平台强度影响极大;最大等效应力发生在平台底部圆板边缘即为平台危险区域;风轮转动和波浪运动均不会引起平台发生共振响应。
英文摘要:
      According to the design parameter of NREL 5MW wind turbine,the paper built 3D model of wind turbine and TLP. Based on the algorithm of Block Lanczos and the failure theory of Von-Mises,it used finite element method, ANSYS finite element software and open source software of FAST to study the vibration performance and structure stress of platform under the extreme sea condition by considering the structure damping and inertial load aim at platform dynamic property. The results show that different directions of wind, wave and current load have enormous influence on the strength of platform; the maximum equivalent stress occurs in the margin of bottom plate which is the platform dangerous area; the blade rotation and wave motion can't cause the resonance response of platform.
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