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Aerodynamic loads and aeroelastic responses of large wind turbine tower-blade coupled structure in yaw condition

机译:偏航条件下大型风力涡轮机塔-叶片耦合结构的气动载荷和气动弹性响应

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摘要

An effective method to calculate aerodynamic loads and aeroelastic responses of large wind turbine tower-blade coupled structures in yaw condition is proposed. By a case study on a 5 MW large wind turbine, the finite element model of the wind turbine tower-blade coupled structure is established to obtain the modal information. The harmonic superposition method and modified blade-element momentum theory are used to calculate aerodynamic loads in yaw condition, in which the wind shear, tower shadow, tower-blade modal and aerodynamic interactions, and rotational effects are fully taken into account. The mode superposition method is used to calculate kinetic equation of wind turbine tower-blade coupled structure in time domain. The induced velocity and dynamic loads are updated through iterative loop, and the aeroelastic responses of large wind turbine tower-blade coupled system are then obtained. For completeness, the yaw effect and aeroelastic effect on aerodynamic loads and wind-induced responses are discussed in detail based on the calculating results.
机译:提出了一种在偏航条件下计算大型风轮塔翼耦合结构气动载荷和气动弹性响应的有效方法。通过一个5 MW大型风力发电机的案例研究,建立了风力发电机塔-叶片耦合结构的有限元模型,以获取模态信息。谐波叠加法和改进的叶片元动量理论被用于计算偏航条件下的空气动力载荷,其中充分考虑了风切变,塔影,塔叶片模态和空气动力相互作用以及旋转效应。模态叠加法用于计算风轮机塔-叶片耦合结构的时域动力学方程。通过迭代循环更新感应速度和动态载荷,然后获得大型风力涡轮机塔-叶片耦合系统的气动弹性响应。为了完整起见,基于计算结果详细讨论了偏航效应和气动弹性效应对气动载荷和风致响应的影响。

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