蒸汽发生器非线性支撑系统HCLPF值计算方法研究

Feng-chun Cai, Xian-hui Ye, Qian Huang, Wen-zhong Zhang
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引用次数: 0

摘要

设备的低故障概率高置信度(HCLPF)值代表了设备的抗震能力,是地震概率安全评估(SPSA)和地震裕度分析(SMA)的基本要素。本文研究了两种计算设备HCLPF值的方法:易碎性分析和保守确定性失效裕度(CDFM)。这些方法都是线性方法。基于这些方法,可以通过对现有地震分析结果的缩放,方便地计算出设备的HCLPF值。对于非线性系统,基于这些线性标度方法的HCLPF值是不现实的。对于复杂的非线性设备或结构,采用详细的非线性模型来推导其抗震能力。该方法的计算结果符合实际,但需要耗费一定的计算时间。本文建立了反应堆冷却剂系统与反应堆建造耦合的非线性模型。该模型包括蒸汽发生器,并考虑了蒸汽发生器支座间隙、热腿和冷腿塑性等非线性因素。对反应堆建筑的基础进行了强制运动。通过逐级缩放地震动水平,迭代计算蒸汽发生器的地震响应。基于这些计算,可以得到支承载荷与峰值地加速度(PGA)的曲线。在此基础上,结合蒸汽发生器支座受力分析得出的蒸汽发生器支座许用载荷,确定了蒸汽发生器支座的抗震能力。通过非线性时程分析,得到了蒸汽发生器支座的HCLPF值,并与基于CDFM的结果进行了比较。这两个结果是不同的。因此,对于具有间隙非线性等非线性的设备,应采用非线性时程法进行HCLPF抗震能力的计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Methods for HCLPF Value of Nonlinear Supports System of Steam Generator
High confidence of low probability of failure (HCLPF) values of equipment, representing the seismic capacities of the equipment, are the fundamental ingredient in seismic probability safety assessment (SPSA) and seismic margin analyses (SMA). In this paper, two methods for calculating the HCLPF values of equipment were investigated, fragility analysis, and conservative deterministic failure margin (CDFM). These methods are linear methods. Based on these methods, HCLPF value of equipment can be computed conveniently by scaling the results of the existing seismic analysis. For a nonlinear systems, the HCLPF values based on these linear scaling methods are unrealistic. For a complicated nonlinear equipment or structure, a detail nonlinear model was used to derive the seismic capacity. The results by this method are realistic, but cost calculation time. In this paper, a nonlinear model of reactor coolant system coupled reactor building was built. This model includes the steam generator and considers the nonlinear factors of steam generator such as gap in the supports, plasticity of hot leg and cold leg. Forced motion was applied to the base of reactor building. And seismic response of the steam generator was calculated iteratively by scaling the ground motion level step by step. Based on these calculations, a curve of load on the supports VS peak ground acceleration (PGA) can be obtained. Then based on these curves and allowable load of supports of steam generator, which derived from stress analysis on support of steam generator, seismic capacity of the supports of steam generator was determined. Then the HCLPF Value of the supports of steam generator was obtained by this nonlinear time history analysis and was compared with the results based on the CDFM. The two results were different. Therefore, the HCLPF seismic capacity of equipment with nonlinearity, such as gap nonlinearity, should be calculated by nonlinear time history method.
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