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Long-term fatigue analysis of multi-planar tubular joints for jacket-type offshore wind turbine in time domain

机译:夹套式海上风机多平面管接头的时域长期疲劳分析

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摘要

Long-term fatigue analysis of welded multi-planar tubular joints for a fixed jacket offshore wind turbine designed for a North Sea site in a water depth of 70 m is performed. The dynamic response of the jacket support structure due to wind and wave loads is calculated by using a decoupled procedure with good accuracy (Gao et al., 2010). Hot-spot stresses at failure-critical locations of each reference brace for 4 different tubular joints (DK, DKT, X-type) are derived by summation of the single stress components from axial, in-plane and out of plane action, the effects of planar and non-planar braces are also considered. Both a 2-parameter Weibull function and generalized gamma function are used to fit the long-term statistical distribution of hot-spot stress ranges by a combination of time domain simulation for representative environmental conditions in operational conditions of the wind turbine. A joint probabilistic model of mean wind speed U,,,, significant wave height H_s and spectral peak period T_p in the northern North Sea is used to obtain the occurrence frequencies of representative environmental conditions (Johannessen, 2002). In order to identify the contributions to fatigue damage from wind loads, wave loads and the interaction effect of wind and wave loads, 3 different load cases are analyzed: wind loads only; wave loads only; a combination of wind and wave loads. The representative environmental condition corresponding to the maximum contribution to fatigue damage is identified. Characteristic fatigue damage of the selected joints for different models is predicted and compared. The effect of brace thickness on the characteristic fatigue damage of the selected joints is also analyzed by a sensitivity study. The conclusions obtained in this paper can be used as the reference for the design of future fixed jacket offshore wind turbines in North Sea. 【Keywords】Fatigue;Multi-planar tubular joints;Hot-spot;Weibull;Gamma;Time domain simulation;
机译:对在70 m的水深中为北海站点设计的固定夹套海上风力涡轮机的焊接多平面管状接头进行了长期疲劳分析。通过采用精确度高的解耦程序,可计算出风和波浪载荷作用下的外套支撑结构的动力响应(Gao等,2010)。通过对轴向,平面内和平面外作用的单个应力分量求和,得出4种不同管状接头(DK,DKT,X型)在每个基准支架的失效关键位置处的热点应力。还考虑了平面和非平面支撑的数量。 2参数Weibull函数和广义伽马函数均通过时域模拟的组合来拟合风力涡轮机运行条件下的代表性环境条件,从而拟合热点应力范围的长期统计分布。北海北部的平均风速U,有效波高H_s和频谱峰值周期T_p的联合概率模型用于获得代表性环境条件的发生频率(Johannessen,2002)。为了确定风荷载,波浪荷载和风与波浪荷载的相互作用对疲劳损伤的贡献,分析了3种不同的荷载情况:仅波浪载荷;风浪载荷的组合。确定了与疲劳损伤的最大贡献相对应的代表性环境条件。预测并比较了针对不同模型的所选关节的特征性疲劳损伤。还通过敏感性研究分析了撑杆厚度对所选关节的特征性疲劳损伤的影响。本文得出的结论可为北海未来固定式夹套海上风机的设计提供参考。 【关键词】疲劳;多平面管状接头;热点; Weibull;γ;时域模拟;疲劳

著录项

  • 来源
    《Engineering Structures》 |2011年第6期|p.2002-2014|共13页
  • 作者单位

    Centre for Ships and Ocean Structures (CeSOS), Norwegian University of Science and Technology (NTNU), Otto Nielsens V. 10, N-7491, Trondheim, Norway;

    Centre for Ships and Ocean Structures (CeSOS), Norwegian University of Science and Technology (NTNU), Otto Nielsens V. 10, N-7491, Trondheim, Norway, Department of Marine Technology, Norwegian University of Science and Technology (NTNU), Otto Nielsens V. 10, N-7491, Trondheim, Norway;

    Centre for Ships and Ocean Structures (CeSOS), Norwegian University of Science and Technology (NTNU), Otto Nielsens V. 10, N-7491, Trondheim, Norway;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Fatigue; Multi-planar tubular joints; Hot-spot; Weibull; Gamma; Time domain simulation;

    机译:疲劳;多平面管状接头;热点;Weibull;伽马;时域模拟;

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