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INCREASING ACCURACY IN ULTIMATE CAPACITY PREDICTON OF REINFOCED CONCRETE CONTAINMENT VESSELS

机译:提高钢筋混凝土围护船的最终承载能力预测的准确性

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Nuclear containment vessels are potentially one of the most seismically vulnerable structures. In light of the Fukushima Daiichi accident, it is becoming increasingly important to more accurately predict the ultimate capacity of containment vessels under high temperature and pressure followed by an extreme earthquake event. The improved accuracy can not only provide important data for decision makers during an unexpected nuclear accident but also provide valuable data for decommissioning reactors after an accident. The following components are studied to improve the ultimate capacity prediction: (1) The effect of high temperature on structural materials; (2) Parameters to characterize structural damage resulting from earthquake motions; (3) The effect of high temperature and pressure time history on containment failure mode; (4) The effect of thermal boundary conditions (adjoining top slab and other floors affecting containment vessel thermal behavior), not fully understood for BWR reinforced concrete containment vessels; (5) The structural behavior of reinforced concrete containment vessels differ from that of post-tensioned concrete, in that the concrete wall section is in tension while transferring the radial shear force; (6) Cracks are more likely to develop around large openings during a seismic event; and (7) other heat sources (such as heat transfer from fire at a spent fuel pool, adjacent fires and/or explosions, and convection from hydrogen gas) alter the thermal distribution. The proposed material model identifies damage parameters as a function of seismic loading history, and includes mechanistic physical behavior. This paper includes an extensive list of components and necessary experimental data that need to be included in a new material model in order to increase accuracy in ultimate capacity prediction.
机译:核安全壳可能是最易受地震破坏的结构之一。鉴于福岛第一核电站事故,更准确地预测安全壳在高温和高压下发生极端地震的极限能力变得越来越重要。提高的精度不仅可以为意外核事故中的决策者提供重要数据,而且还可以为事故发生后的反应堆退役提供有价值的数据。为了提高极限容量的预测,研究了以下组成部分:(1)高温对结构材料的影响; (2)表征地震运动引起的结构破坏的参数; (3)高温高压时间历程对安全壳失效模式的影响; (4)对于BWR钢筋混凝土安全壳,尚未完全理解热边界条件的影响(相邻的顶部平板和其他地板会影响安全壳的热性能); (5)钢筋混凝土安全壳的结构特性与后张混凝土的不同,在于混凝土壁截面在传递径向剪切力时处于张紧状态。 (6)在地震事件中大开口周围更容易产生裂纹; (7)其他热源(例如乏燃料池中火的热传递,邻近的火和/或爆炸以及氢气的对流)会改变热分布。所提出的材料模型将损伤参数识别为地震荷载历史的函数,并包括机械物理行为。本文包括大量组件和必要的实验数据的清单,这些清单和必要的实验数据需要包含在新的材料模型中,以提高最终产能预测的准确性。

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