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Wind loads and load-effects of large scale wind turbine tower with different halt positions of blade

机译:叶片不同止动位置的大型风力发电机塔架的风荷载和荷载效应

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摘要

In order to investigate the influence of different blade positions on aerodynamic load and wind loads and load-effects of large scale wind turbine tower under the halt state, we take a certain 3 MW large scale horizontal axis three-blade wind turbine as the example for analysis. First of all, numerical simulation was conducted for wind turbine flow field and aerodynamic characteristics under different halt states (8 calculating conditions in total) based on LES (large eddy simulation) method. The influence of different halt states on the average and fluctuating wind pressure coefficients of turbine tower surface, total lift force and resistance coefficient, circular flow and wake flow characteristics was compared and analysed. Then on this basis, the time-domain analysis of wind loads and load-effects was performed for the wind turbine tower structure under different halt states by making use of the fmite element method. The main conclusions of this paper are as follows: The halt positions of wind blade could have a big impact on tower circular flow and aerodynamic distribution, in which Condition 5 is the most unfavourable while Condition 1 is the most beneficial condition. The wind loads and load-effects of disturbed region of tower is obviously affected by different halt positions of wind blades, especially the large fluctuating displacement mean square deviation at both windward and leeward sides, among which the maximum response occurs in 350 degrees to the tower top under Condition 8; the maximum bending moment of tower bottom occurs in 330 degrees under Condition 2. The extreme displacement of blade top all exceeds 2.5 m under Condition 5, and the maximum value of windward displacement response for the tip of Blade 3 under Condition 8 could reach 3.35 m. All these results indicate that the influence of halt positions of different blades should be taken into consideration carefully when making wind-resistance design for large scale wind turbine tower.
机译:为了研究不同叶片位置对停机状态下大型风力发电机塔架的空气动力负荷和风负荷的影响以及负荷效应,我们以某3 MW大型水平轴三叶片风力发电机为例。分析。首先,基于LES(大涡模拟)方法,对不同停机状态(共8个计算条件)下的风轮机流场和空气动力特性进行了数值模拟。比较并分析了不同停机状态对涡轮塔表面平均风压系数和波动风压系数,总升力和阻力系数,圆流和尾流特性的影响。然后在此基础上,利用有限元法对不同停机状态下的风轮机塔架结构进行了风荷载和荷载效应的时域分析。本文的主要结论如下:叶片的停止位置可能对塔架的循环流和空气动力分布产生很大的影响,其中条件5最不利,条件1最有利。塔的扰动区域的风荷载和荷载效应明显受风叶片止动位置的影响,尤其是在风向和风向两侧的大的波动位移均方差,其中对塔的最大响应发生在350度条件8的顶部;在条件2下,塔底的最大弯矩发生在330度。在条件5下,叶片顶部的极限位移全部超过2.5 m,在条件8下,叶片3的尖端的迎风位移响应最大值可以达到3.35 m 。所有这些结果表明,在进行大型风力涡轮机塔架的抗风设计时,应仔细考虑不同叶片的停止位置的影响。

著录项

  • 来源
    《Wind & structures》 |2016年第6期|559-575|共17页
  • 作者单位

    Nanjing Univ Aeronaut & Astronaut, Jiangsu Key Lab Hitech Res Wind Turbine Design, Nanjing 210016, Jiangsu, Peoples R China|Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;

    Nanjing Univ Aeronaut & Astronaut, Jiangsu Key Lab Hitech Res Wind Turbine Design, Nanjing 210016, Jiangsu, Peoples R China;

    Nanjing Univ Aeronaut & Astronaut, Jiangsu Key Lab Hitech Res Wind Turbine Design, Nanjing 210016, Jiangsu, Peoples R China;

    Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;

    Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    wind turbine tower; blade position; large eddy simulation; aerodynamic load; wind-induced response;

    机译:风力发电机塔架;叶片位置;大涡模拟;气动载荷;风致响应;
  • 入库时间 2022-08-18 00:55:17

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