阵列式柔性光伏系统风振特性研究

WIND VIBRATION CHARACTERISTICS OF AN ARRAY-TYPE FLEXIBLE PHOTOVOLTAIC SYSTEM

  • 摘要: 索支撑柔性光伏系统结构刚度小、自振频率低,在风荷载作用下容易产生较大变形和振动。针对一41.6 m×29.8 m阵列式柔性光伏系统开展气弹模型测振风洞试验,研究其结构风振特性,试验参数包括流场类型、风速、风向角、索力大小和风攻角。试验结果表明:该型柔性光伏系统可有效防止在单排柔性光伏系统中可能出现的颤振现象;阵列不同位置处光伏板的位移值相差较大;在阵列两侧处于迎风位置的多个风向角下,阵列边缘处光伏板出现较大的位移均值和脉动值;同平均风速下均匀流场和边界层风场下光伏板位移均值相近,但位移脉动值相差较大,边界层风场下的风振系数显著大于均匀流场;随着拉索预应力的降低,光伏板的位移绝对值整体呈增大趋势,但阵列不同位置处的增大比例不同;增大光伏组件的风攻角会使部分风向角下的位移值显著增大。

     

    Abstract: Cable-supported photovoltaic (PV) systems have relatively low structural stiffness and low frequencies, which are prone to large deformations and vibrations under wind loads. Wind tunnel tests on an aero-elastic model of a 41.6 m×29.8 m flexible PV array system were conducted to investigate its wind-induced vibration characteristics. Test parameters included the type of upstream flow fields, wind speeds, wind directions, magnitude in tension forces of cables, as well as the angles of attack. The test results show that such type of flexible PV system can effectively prevent the flutter phenomenon which may occur in a single row flexible PV system; the displacements of PV modules at different positions of the array vary greatly; when the two sides of the array are windward under several wind directions, the edge parts of the array have larger mean and fluctuating displacements; at the same mean wind speed, the mean displacements of PV modules under uniform smooth flow fields and boundary layer flow fields are similar, while the fluctuating values differ significantly; meanwhile, the wind-induced vibration coefficients in boundary layer flow fields are significantly greater than those in uniform smooth flow fields; Besides, as the tension force in the cables decreases, the absolute values of the displacements of PV modules show an overall increasing trend, but the increasing ratio is different at different positions of the array; Increasing the angles of attack significantly enlarges the displacements of PV modules under some wind directions.

     

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