基于气动弹性降阶模型的风力机翼型摆振失稳机理研究
STUDY ON THE INSTABILITY MECHANISM OF WIND TURBINE AIRFOIL EDGEWISE VIBRATION BASED ON THE AEROELASTIC REDUCED ORDER MODEL
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摘要: 风力机的大型化、轻量化发展使得载荷和气动弹性风险凸显. 在极端风环境下, 叶片尾缘迎风是潜在的降载措施之一, 然而依然存在异常气动弹性摆振振动问题. 为研究此机理, 本文针对典型风力机翼型, 采用气动弹性数值仿真和降阶模型方法开展尾缘迎风工况翼型单自由度摆振气弹失稳机理研究. 首先通过高精度CFD-CSD耦合仿真, 获取了不同来流攻角与减缩频率下的失稳边界与响应特性, 发现失稳响应频率始终锁定于结构固有频率. 随后基于系统辨识方法构建尾缘迎风工况的气动力降阶模型, 进而耦合结构运动方程, 通过特征根提取和根轨迹技术发现, 尾缘迎风摆振气弹失稳本质是亚稳定流动模态与结构模态耦合导致的结构模态失稳颤振. 与其他单模态颤振问题对比, 发现该问题是一种类似失速颤振的现象. 最后通过来流和结构参数影响规律研究表明, 敏感风向角下的低稳定裕度的流动模态是其主要诱因, 调整结构刚度和增加阻尼可有效抑制失稳, 能够为大型叶片降载增稳的气动和结构改善设计提供指导.Abstract: The trend toward larger and lighter wind turbines has highlighted the risks associated with loads and aeroelasticity. In extreme wind conditions, blade trailing edge windward strategy is one potential load-reduction measure.However, abnormal aeroelastic edgewise vibration remain a concern. To investigate this mechanism, this paper employs aeroelastic numerical simulation and reduction model techniques to study the SDOF flutter aeroelastic instability mechanism of a typical wind turbine airfoil under trailing edge windward conditions. First, through high-precision CFD-CSD coupled simulations, the instability boundaries and response characteristics under different incoming flow angles of attack and reduction frequencies were obtained. It was found that the instability response frequency consistently locks in the structural natural frequency. Subsequently, a reduced-order aerodynamic model for the trailing edge windward conditions was constructed based on the system identification method. Coupling this with the structural motion equations, and utilizing root extraction and root locus techniques, it was discovered that the aeroelastic instability of the trailing edge windward conditions is fundamentally caused by structural modal instability resulting from the coupling of subcritical fluid mode with structure mode. Compared with other SDOF problems, this issue is found to be a phenomenon similar to stall flutter. The study on the influence mechanisms of flow and structural parameters ultimately revealed that the flow mode with low stability margin under the critical wind angle is the primary cause of instability. Adjusting structural stiffness and increasing damping can effectively suppress instability, providing guidance for aerodynamic and structural improvement designs aimed at reducing loads and enhancing stability for large blades.
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