首页> 外文会议>Vibration engineering and technology of machinery >THREE-DIMENSIONAL SEISMIC ANALYSIS AND SAFETY EVALUATION FOR NUCLEAR PUMP OF NUCLEAR POWER PLANT BASED ON THE RCC-M CODE
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THREE-DIMENSIONAL SEISMIC ANALYSIS AND SAFETY EVALUATION FOR NUCLEAR PUMP OF NUCLEAR POWER PLANT BASED ON THE RCC-M CODE

机译:基于RCC-M代码的核电站核泵三维地震分析与安全评价

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摘要

Pumps are important equipments of nuclear power plants. The most significant difference between nuclear power pumps and ordinary pumps is strict requirements on reliability and safety by design codes. The nuclear pumps must keep structural intactness and be able to function what they are designed for under strong earthquakes. In this paper, a three-dimensional model of a nuclear power pump based on real project designs is established by SolidWorks software. Hexahedron-dominated elements are used to mesh the finite element model of the pump by ANSYS to obtain solution of seismic analysis. A static analysis in normal conditions defined by Technical Specification of the pump is performed to determine the distribution of basic initial stress. Then, a modal analysis considering the initial stress is carried out to solve the free vibration of the structure. Afterwards, a spectrum analysis considering two horizontal loads and one vertical load is accomplished to obtain seismic responses of deformation and stress distribution of the pump. A post-procession is performed to get the superposition and linearization of dynamical and static results. Finally, the safety of the pump under seismic circumstance is evaluated through comparison of linearized stress on specific paths with the stress intensity limit urged by the RCC-M Code at the level of the given operating condition. The present analysis ensures that the pump will be safe and be able to fulfill the requirement by the RCC-M Code.
机译:泵是核电站的重要设备。核动力泵与普通泵之间的最大区别是设计规范对可靠性和安全性的严格要求。核泵必须保持结构完好无损,并且能够在强地震下正常运行。在本文中,通过SolidWorks软件建立了基于实际项目设计的核动力泵三维模型。利用ANSYS,以六面体为主的单元对泵的有限元模型进行网格划分,以获得地震分析的解。在由泵技术规范定义的正常条件下进行静态分析,以确定基本初始应力的分布。然后,进行考虑初始应力的模态分析以解决结构的自由振动。然后,进行了考虑两个水平载荷和一个垂直载荷的频谱分析,以获得泵的变形和应力分布的地震响应。执行后处理以获得动态和静态结果的叠加和线性化。最后,通过将特定路径上的线性应力与RCC-M规范在给定操作条件水平下施加的应力强度极限进行比较,来评估泵在地震情况下的安全性。当前的分析确保了泵将是安全的,并且能够满足RCC-M规范的要求。

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