付德义, 张晓东, 王瑞明, 薛扬, 贾海坤, 赵娜. 特定场址条件下风电机组载荷适应性评估[J]. 太阳能学报, 2021, 42(6): 425-431. DOI: 10.19912/j.0254-0096.tynxb.2020-0471
引用本文: 付德义, 张晓东, 王瑞明, 薛扬, 贾海坤, 赵娜. 特定场址条件下风电机组载荷适应性评估[J]. 太阳能学报, 2021, 42(6): 425-431. DOI: 10.19912/j.0254-0096.tynxb.2020-0471
Fu Deyi, Zhang Xiaodong, Wang Ruiming, Xue Yang, Jia Haikun, Zhao Na. WIND TURBINE LOAD ADAPTABILITY ASSESSMENT UNDER SPECIFIC SITE CONDITIONS[J]. Acta Energiae Solaris Sinica, 2021, 42(6): 425-431. DOI: 10.19912/j.0254-0096.tynxb.2020-0471
Citation: Fu Deyi, Zhang Xiaodong, Wang Ruiming, Xue Yang, Jia Haikun, Zhao Na. WIND TURBINE LOAD ADAPTABILITY ASSESSMENT UNDER SPECIFIC SITE CONDITIONS[J]. Acta Energiae Solaris Sinica, 2021, 42(6): 425-431. DOI: 10.19912/j.0254-0096.tynxb.2020-0471

特定场址条件下风电机组载荷适应性评估

WIND TURBINE LOAD ADAPTABILITY ASSESSMENT UNDER SPECIFIC SITE CONDITIONS

  • 摘要: 考虑特定场址环境条件对于风电机组载荷与结构安全特性的影响,基于某3 MW双馈型风电机组载荷模型,运用GH Bladed软件对不同场址环境条件下的风电机组载荷进行仿真计算,形成特征环境条件下载荷特性数据库。分析各环境条件参数对风电机组关键部件极限与疲劳载荷的影响特性。基于特征载荷数据库,运用BP神经网络预测方法,建立特定场址条件下风电机组关键部件极限与疲劳载荷预测模型,并将模型预测结果与仿真结果进行比对。结果表明,基于BP神经网络的风电机组极限与疲劳载荷预测结果误差在6%以内,该方法对于不同场址条件下风电机组载荷与结构安全性评估具有普遍适用性。

     

    Abstract: Based on a 3 MW doubly-fed wind turbine load model,considering the impacts of specific site conditions on wind turbine load characteristics and structural safety,GH Bladed software was used to simulate the wind turbine mechanical loads under different site conditions to form a characteristic load database. The influence characteristics of various environmental parameters on the ultimate and fatigue load of wind turbine key components are analyzed. Based on the characteristic load database and BP neural network prediction method,a ultimate and fatigue load prediction model for wind turbine key components under specific site conditions is established,and the model prediction results are compared with the simulation results. The comparison results show that the prediction error of the ultimate and fatigue load of wind turbine key components,which is based on BP neural network method,is within 6%. It means that the prediction method is generally applicable for load and structural safety assessment of wind turbines under specific site conditions.

     

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