索支撑光伏电站索力温度效应及其简化分析模型

TEMPERATURE EFFECTS OF CABLE FORCE IN CABLE-SUPPORTED PHOTOVOLTAIC POWER PLANTS AND SIMPLIFIED ANALYSIS MODEL

  • 摘要: 近年来,一种新型索支撑光伏电站结构获得大规模推广和应用。部分学者对这种结构的力学性能进行了研究和探索。但是,既有研究主要集中于风荷载对结构稳定性和安全性的影响。作为一种大跨度的索网钢结构,温度效应对结构力学行为的影响也不可忽视。因此,该文对新型索支撑光伏电站结构的温度效应进行了系统分析和研究。该文使用Ansys有限元模拟温度效应对索支撑光伏电站索力的影响,计算了仅温度效应、风雪荷载和温度效应共同作用等多个工况,揭示了温度效应对索结构内力的影响规律。研究结果表明:由于光伏组件的作用,索力沿长度方向呈“锯齿”型分布;无风雪荷载时,索结构的温度影响系数为定值;有风雪荷载时,索结构的温度影响系数随风雪荷载增大而减小。根据计算结果并综合外荷载条件、跨度和光伏组件倾角等因素,提出了索支撑光伏电站索结构温度效应的简化分析模型和索力分析经验公式。使用简化分析模型和索力分析经验公式计算不同结构下多种工况的索力,与有限元分析结果对比计算误差皆小于1%,验证了其准确性。

     

    Abstract: In recent years, a new cable-supported photovoltaic power plant structure has been widely promoted and applied. Some scholars have studied the mechanical properties of this structure. However, the existing studies focus on the wind loading influence on structural stability and safety. As a long-span cable net steel structure, the influence of temperature effect on the mechanical properties of the structure can not be ignored. Therefore, this study systematically analyzes the temperature effect of the new cable-supported photovoltaic power plant structure. Ansys finite element method is used to simulate the influence of temperature effect on the cable force of cable-supported photovoltaic power station. Several working conditions, including temperature effect alone and, combined effect of temperature and wind and snow loading, were calculated to reveal the influence of temperature effect on the internal forces of cable structures. The results show that due to the effect of photovoltaic modules, the cable force along the length direction showed a "sawtooth" distribution. When there is no wind and snow loading, the temperature influence coefficient of the cable structure is a constant value. The temperature influence coefficient of the cable structure decreases with the increase of wind and snow loading. Based on the calculation results and considering the external loading conditions, spans, and inclination angles of photovoltaic modules, a simplified analysis model and an empirical formula for cable force analysis of cable-supported photovoltaic power station are proposed. The simplified analysis model and the empirical formula of cable force analysis were used to calculate the cable forces of different structures under various working conditions, which are compared with the finite element analysis results, the calculation error is less than 1%. It verifies the accuracy of the method.

     

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