首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >FULLY COUPLED THREE-DIMENSIONAL DYNAMIC RESPONSE OF A TLP FLOATING WIND TURBINE IN WAVES AND WIND
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FULLY COUPLED THREE-DIMENSIONAL DYNAMIC RESPONSE OF A TLP FLOATING WIND TURBINE IN WAVES AND WIND

机译:TLP浮动风轮机在波浪和风中的全耦合三维动力响应

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A dynamic model for a tension-leg platform (TLP) floating offshore wind turbine is proposed. The model includes three-dimensional wind and wave loads and the associated structural response. The total system is formulated using 17 degrees of freedom (DOF), 6 for the platform motions and 11 for the wind turbine. Three-dimensional hydrodynamic loads have been formulated using a frequency- and direction-dependent spectrum. While wave loads are computed from the wave kinematics using Morison 's equation, aerodynamic loads are modelled by means of unsteady Blade-Element-Momentum (BEM) theory, including Glauert correction for high values of axial induction factor, dynamic stall, dynamic wake and dynamic yaw. The aerodynamic model takes into account the wind shear and turbulence effects. For a representative geographic location, platform responses are obtained for a set of wind and wave climatic conditions. The platform responses show an influence from the aerodynamic loads, most clearly through a quasi-steady mean surge and pitch response associated with the mean wind. Further, the aerodynamic loads show an influence from the platform motion through more fluctuating rotor loads, which is a consequence of the wave-induced rotor dynamics. In the absence of a controller scheme for the wind turbine, the rotor torque fluctuates considerably, which induces a growing roll response especially when the wind turbine is operated nearly at the rated wind speed. This can be eliminated either by appropriately adjusting the controller so as to regulate the torque or by optimizing the floater or tendon dimensions, thereby limiting the roll motion. Loads and coupled responses are predicted for a set of load cases with different wave headings. Based on the results, critical load cases are identified and discussed. As a next step (which is not presented here), the dynamic model for the substructure is therefore being coupled to an advanced aero-elastic code Flex5, 0ye (1996), which has a higher number of DOFs and a controller module.
机译:提出了张力腿平台浮动式海上风力发电机的动力学模型。该模型包括三维风浪荷载和相关的结构响应。整个系统由17个自由度(DOF),6个用于平台运动和11个用于风轮机制定。使用与频率和方向有关的频谱已公式化了三维流体动力载荷。使用莫里森方程从波浪运动学计算波浪载荷的同时,通过非稳态叶片元素动量(BEM)理论对空气动力学载荷进行建模,包括对高轴向感应系数,动态失速,动态尾流和高数值修正的Glauert校正。动态偏航。空气动力学模型考虑了风切变和湍流效应。对于具有代表性的地理位置,针对一组风浪气候条件获得了平台响应。平台响应显示了来自空气动力负载的影响,最明显的是通过与平均风相关的准稳态平均喘振和俯仰响应。此外,空气动力学载荷通过更多波动的转子载荷表现出来自平台运动的影响,这是波浪引起的转子动力学的结果。在缺少用于风力涡轮机的控制器方案的情况下,转子转矩会大幅波动,这会引起侧倾响应的增加,尤其是当风力涡轮机几乎以额定风速运转时。可以通过适当地调节控制器以调节扭矩,或通过优化浮子或筋的尺寸来消除这种情况,从而限制侧倾运动。对于具有不同波浪方向的一组载荷工况,可以预测载荷和耦合响应。根据结果​​,确定并讨论了关键的工况。因此,下一步(此处未显示)是用于子结构的动态模型,它与先进的气动弹性代码Flex5,0ye(1996)耦合,该代码具有更多的自由度和一个控制器模块。

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