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ISSN 2096-7780 CN 10-1665/P

强震及失水事故下核电厂堆坑钢筋混凝土结构的安全性分析

Safety Analysis of Reinforced Concrete Structures in Nuclear Power Plant Pit Under Strong Earthquake and Loss of Coolant Accidents

  • 摘要: 核岛堆坑凸台作为维护核安全的重要屏障,在核电站设计中堆坑凸台需要在严重事故后仍能保持其完整性。国内外众学者对在严重事故工况时地震和失水事故(简称LOCA)共同作用下核岛堆坑凸台的安全性研究还较为有限。因此基于ABAQUS建立了不同类型核岛堆坑凸台构件的精细化有限元模型,通过模拟地震与失水事故共同作用的最不利工况,系统探究了各类凸台构件在复合荷载作用下的应力分布特征、变形规律及破坏形式,结果表明:不同类型凸台在最不利工况下仍能保持结构的完整性,且布置钢筋可有效提高其承压和变形能力。相关结论可为为核岛堆坑凸台的优化设计、安全校核及事故应急处置提供可靠的理论依据与技术支撑,进一步提升核电厂在极端复合工况下的安全韧性。

     

    Abstract: As an important barrier for maintaining nuclear safety, the nuclear island pit boss needs to maintain its integrity after a severe accident. Research by scholars at home and abroad on the safety of the nuclear island pit boss under the combined action of earthquakes and Loss of Coolant Accidents (LOCA for short) under severe accident conditions is still relatively limited. Therefore, refined finite element models of different types of nuclear island pit boss components were established based on ABAQUS. By simulating the most unfavorable working conditions of the combined action of earthquakes and LOCA, the stress distribution characteristics, deformation laws and failure modes of various boss components under combined loads were systematically explored. The results show that different types of bosses can still maintain structural integrity under the most unfavorable working conditions, and the arrangement of steel bars can effectively improve their bearing capacity and deformation capacity. The relevant conclusions can provide a reliable theoretical basis and technical support for the optimal design, safety verification and emergency disposal of nuclear island pit bosses, and further enhance the safety resilience of nuclear power plants under extreme combined working conditions.

     

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