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    三点支撑式风力机主轴承轴向响应及滑移风险的数值分析

    Numerical Analysis of Axial Response and Slip Risk of Main Bearing in a Three-Point-Supported Wind Turbine Drivetrain

    • 摘要: 以NREL 5 MW三点支撑式风力机为研究对象,采用SIMPACK多体动力学软件研究6-16 m/s均匀风以及10和12 m/s湍流风条件下的主轴承轴向响应,并分析塔架柔性的影响。仿真结果表明,SIMPACK计算的轮毂轴向力和功率与OpenFAST开源软件计算结果总体一致,且额定工况下与文献中的CFD结果接近。在相同平均风速下,与均匀风相比,湍流风作用下主轴承的最大轴向速度、轴向滑移比均显著增大。在所考察的10 m/s和12 m/s IEC B类NTM湍流工况及150~600 s统计区间内,柔性塔架相较刚性塔架的轴向相对速度RMS分别增加约4.1%和3.7%,表明塔架柔性对上述湍流工况下轴向相对运动总体强度的影响较小。研究结果可为主轴承轴向动态响应分析及传动系统地面试验中支撑边界条件的设置提供参考。

       

      Abstract: The NREL 5 MW wind turbine with a three-point-supported drivetrain was investigated using SIMPACK multibody dynamics software to examine the axial response of the main bearing under uniform winds of 6-16 m/s and turbulent winds with mean speeds of 10 and 12 m/s, and to assess the influence of tower flexibility. The simulation results show that the hub axial force and power predicted by SIMPACK generally agree with the OpenFAST results and are close to published CFD results at the rated operating condition. At the same mean wind speed, compared with uniform wind, turbulent wind significantly increases the maximum axial velocity and axial sliding ratio of the main bearing. Under the investigated 10 and 12 m/s IEC Class B NTM turbulent conditions and over the 150-600 s statistical interval, the RMS axial relative velocity of the flexible-tower model is about 4.1% and 3.7% higher, respectively, than that of the rigid-tower model, indicating that tower flexibility has only a minor effect on the overall intensity of axial relative motion under the turbulent conditions considered. The results can provide a reference for the analysis of main-bearing axial dynamic response and the setting of support boundary conditions in ground-based drivetrain tests.

       

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