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基于SolidWorks有限元分析的构网型SVG底座双横梁结构承载性能研究

Research on Bearing Performance of Double-Beam Structure of Grid-Forming SVG Base Based on SolidWorks Finite Element Analysis

  • 摘要: 构网型 SVG 作为新型电力系统主动支撑核心装备,其功率单元集成大容量电容、功率模块等重型部件,底座承载性能直接影响设备安全稳定运行。传统平板式与单横梁式底座存在刚度不足、变形偏大、应力集中等问题。为优化底座力学性能,本文以1023 碳钢板为基材,设计无横梁、单横梁、双横梁三种底座结构,采用 SolidWorks 有限元方法开展静力学仿真,在实际承载工况下,对比三种结构的应力、应变、位移分布规律,在此基础上模拟得到三种结构极限最大承载重量。结果表明:双横梁结构可显著降低工作载荷下的应力峰值、应变水平与位移变形,载荷传递更均匀;同时极限承载重量明显高于无横梁与单横梁结构,综合承载能力最优。研究可为构网型 SVG 底座结构设计与工程应用提供参考。

     

    Abstract: As the core active support equipment of the new power system, Grid-Forming SVG integrates heavy components such as high-capacity capacitors and power modules in its power unit. The bearing performance of the base directly affects the safe and stable operation of the equipment. The traditional flat plate and single-beam bases have problems such as insufficient stiffness, large deformation and stress concentration. In order to optimize the mechanical properties of the base, three base structures, namely no beam (flat plate), single beam and double beams, are designed with 1023 carbon steel plate as the base material. The static simulation is carried out by using SolidWorks finite element method. Under the actual bearing condition, the stress, strain and displacement distribution of the three structures are compared. On this basis, the ultimate maximum bearing weight of the three structures is obtained through simulation. The results show that the double-beam structure can significantly reduce the peak stress, strain level and displacement deformation under working load, and the load transfer is more uniform. At the same time, the ultimate bearing weight is significantly higher than that of the flat plate and single-beam structures, and the comprehensive bearing capacity is the best. The research can provide a reference for the structural design and engineering application of Grid-Forming SVG base.

     

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