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FINITE ELEMENT RELIABILITY ANALYSIS OF AP1000 STEEL CONTAINMENT UNDER INTERNAL PRESSURES

机译:内部压力下AP1000钢围护结构的有限元可靠度分析

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AP1000 has been introduced to China since 2007, which is the third generation nuclear power plant developed by Westinghouse. The failure probability assessment of the containment building is an essential element of the level 2 PSA studies of nuclear power plant. In this paper, a 3D finite element model of the AP1000 steel containment vessel is built using the general-purpose nonlinear finite element analysis program ABAQUS. The software platforms of ABAQUS and MATLAB are combined to conduct reliability analysis of the steel containment vessel based on Finite Element Reliability Method (FERM). The reliability indices and sensitivity indices of the steel containment vessel under internal pressures are obtained. The results show that the yielding stress has largest effect on the containment among four parameters, and the head, which should be paid more attention to, is more important than the cylinder. The procedure based on FERM costs very little time, which shows that FERM is an efficient way to conduct the reliability analysis on the nuclear structure.
机译:自从2007年以来,AP1000已被引入中国,这是西屋公司开发的第三代核电站。安全壳建筑的失效概率评估是核电厂2级PSA研究的重要组成部分。本文使用通用非线性有限元分析程序ABAQUS建立了AP1000钢安全壳的3D有限元模型。结合ABAQUS和MATLAB的软件平台,基于有限元可靠性方法(FERM)对钢制安全壳进行可靠性分析。得出钢制安全壳在内部压力下的可靠性指标和灵敏度指标。结果表明,在四个参数中,屈服应力对安全壳的影响最大,应更加注意的头部比圆柱体更重要。基于FERM的程序花费很少的时间,这表明FERM是对核结构进行可靠性分析的有效方法。

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