首页> 外文会议>International Conference on Structural Mechanics in Reactor Technology >RISK ASSESSMENT OF AGR GRAPHITE CORES - METHODOLOGY COUPLING A STATISTICAL ANALYSIS TOOL (OPENTURNS) TO A NONLINEAR DYNAMICS MODEL (GCOEUR) OF AN AGR CORE
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RISK ASSESSMENT OF AGR GRAPHITE CORES - METHODOLOGY COUPLING A STATISTICAL ANALYSIS TOOL (OPENTURNS) TO A NONLINEAR DYNAMICS MODEL (GCOEUR) OF AN AGR CORE

机译:AGR石墨孔的风险评估-将统计分析工具(OPENTURNS)耦合到AGR核心的非线性动力学模型(GCOEUR)的方法

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Studies performing a risk assessment of Advanced Gas-cooled Reactors (AGRs) under seismic loadings are of importance for the extension of the plant's lifespan. The core of the AGR reactor comprises thousands of interlocking graphite bricks, each of which has properties and dimensions that vary with time and for which there are some uncertainties. Among those uncertainties, the bricks are likely to crack and the time of cracking and subsequent morphology of the crack can vary. In order to understand as best as possible the behaviour of ageing nuclear graphite, and hence reduce the uncertainties, inspections and experiments are conducted and models are developed. In the same time, some statistical models are developed, which is the purpose of this paper. In this paper, a mechanical model of the whole core is presented. This model is developed in order to be able to take into account variable properties statistically, including the probability of bricks being cracked prior to the seismic event. The integrity of the core is determined by a number of criteria such as load, displacement and the straightness of the columns of bricks. A methodology coupling statistical tools and mechanical modelling finite-element (FE) methods has been developed to determine the distribution of kinematics of the inner core and, therefore, to assess the integrity of the inner core by consideration of different outputs.
机译:在地震载荷下对先进气冷堆(AGR)进行风险评估的研究对于延长电厂的使用寿命非常重要。 AGR反应堆的核心包括成千上万个互锁的石墨砖,每种砖的性质和尺寸会随时间而变化,并且存在一些不确定性。在这些不确定因素中,砖很可能会开裂,开裂时间和随后的裂缝形态可能会有所不同。为了尽可能地了解老化的核石墨的行为,从而减少不确定性,进行了检查和实验,并开发了模型。同时,开发了一些统计模型,这是本文的目的。本文提出了整个铁心的力学模型。开发该模型是为了能够统计地考虑变量属性,包括在地震事件发生之前砖块破裂的可能性。岩心的完整性取决于许多标准,例如荷载,位移和砖柱的平直度。已经开发了一种将统计工具与机械建模有限元(FE)方法相结合的方法,以确定内芯的运动学分布,并因此通过考虑不同的输出来评估内芯的完整性。

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