...
首页> 外文期刊>Nuclear Engineering and Design >Stochastic finite elements analysis of large concrete structures' serviceability under thermo-hydro-mechanical loads - Case of nuclear containment buildings
【24h】

Stochastic finite elements analysis of large concrete structures' serviceability under thermo-hydro-mechanical loads - Case of nuclear containment buildings

机译:热水机械负荷下大型混凝土结构的随机有限元分析 - 核遏制建筑案例

获取原文
获取原文并翻译 | 示例
           

摘要

This work proposes a global Stochastic Finite Element Method (SFEM) to model the effects of concrete ageing uncertainties on the serviceability and durability of large reinforced and prestressed structures with a containment role. As their modelling requires strongly non-linear, coupled and expensive calculations with a large number of parameters, adapted and efficient probabilistic strategies need to be defined aiming at a stochastic analysis within a reasonable cost and a physically admissible representativeness. In this contribution, this is achieved through four steps: (a) the definition of a well-established physical framework based on a staggered Thermo-Hydro-Mechanical + Leakage (THM-L) model; (b) the limitation of random inputs for uncertainty propagation to the most influential ones using a variance-based Hierarchized and Local Sensitivity Analysis (HLSA); (c) the construction of a THM-L response metamodel using Polynomial Chaos Expansion (PCE); (d) the reliability analysis of serviceability criteria using Crude Monte Carlo Method (CMCM) applied to the developed metamodel. For validation purposes and demonstration of achievability within a complex industrial framework, this global methodology is applied to an experimental 1:3 scaled Containment Building of a nuclear reactor. Eventually, it is shown that a complete probabilistic analysis of a physically admissible total dry air leakage rate (indicative of a nuclear containment structure's performance) and its evolution in time are obtained within a computational time of tens of days only. Such result can provide insights and help during the decision-making process for the design, maintenance and risk assessment of large structures. For Nuclear Containment Buildings (NCB), a direct application would be the evaluation of lifespan extension based on a leakage-rate-defined criterion under operational loads.
机译:这项工作提出了一种全球随机有限元方法(SFEM),以模拟混凝土老化不确定性对大型加固和预应力结构的可靠性和耐用性的影响。由于其建模需要具有大量参数的强烈非线性,耦合和昂贵的计算,适应性和有效的概率策略需要定义在合理的成本和物理上可接受的代表性的情况下的随机分析。在这一贡献中,这是通过四个步骤实现的:(a)基于交错的热压机械+泄漏(THM-L)模型的良好物理框架的定义; (b)限制随机输入,用于使用基于方差的分层和局部敏感性分析(HLSA)对最有影响力的不确定传播的随机输入; (c)使用多项式混沌扩展(PCE)构建THM-L响应元模型; (d)使用原油蒙特卡罗法(CMCM)的可靠性标准的可靠性分析应用于开发的元模型。为了在复杂的工业框架内验证目的和展示可实现性,这种全局方法适用于核反应堆的实验1:3缩放遏制建筑。最终,结果表明,在几天的数量的计算时间内获得了物理允许的总干燥空气泄漏率(指示核容积结构的性能)的完全概率分析。这些结果可以在决策过程中提供洞察力,为大结构的设计,维护和风险评估进行决策过程。对于核遏制建筑(NCB),直接应用将基于运行负载下的泄漏率明确标准进行寿命延伸的评估。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号