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Monitoring of Ageing of Concrete Containments Based on Conditions Assessment by Means of Non-Destructive Testing Methods and Finite Element Analysis

机译:基于条件评估的无损检测方法和有限元分析的混凝土安全壳老化监测

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This paper presents the results of the European 5-th Framework Project with Acronym "CONMOD" [1], which aim was to find a practical means to determine the condition of a containment structure, as well as how this can be expected to change with time. That involves combining advanced finite element analysis (FEA) and the latest non-destructive techniques (NDT), with the aim of establishing the condition of reinforced concrete structures, as well as their present and future behaviour under various loading conditions including the effects of ageing.The quality of the concrete structure is strongly affected by workmanship and construction methods. For any given large structure, the methods of construction will vary, and subsequently so will the quality throughout the structure. Compliance, quality and ageing are related to each other. The ageing factors will vary globally and with depth from the concrete surface depending on the local construction methods, materials and environment.NDT provides combined information about the condition, compliance and ageing of concrete, which is necessary in order to make a realistic evaluation of the significance of these factors in the long term. NDT provides information about the condition of the concrete in an undisturbed state, which means that small changes in the material properties with time can be reliably detected. The results of this work show that a new approach combining non-destructive testing with finite element analysis is a very useful tool for accurate determination and prediction of concrete containment conditions in nuclear power structures~([2]).
机译:本文介绍了缩写为“ CONMOD” [5]的欧洲第五框架项目的结果,其目的是找到一种确定围护结构条件的实际方法,以及该围护结构如何随着条件的变化而变化。时间。这涉及将先进的有限元分析(FEA)和最新的非破坏性技术(NDT)相结合,目的是确定钢筋混凝土结构的状况,以及它们在各种荷载条件下(包括时效的影响)下的当前和未来行为。 混凝土结构的质量受工艺和施工方法的强烈影响。对于任何给定的大型结构,构造方法都会变化,随后整个结构的质量也会随之变化。法规遵从性,质量和老化是相互关联的。老化因素将在全球范围内变化,并随距混凝土表面的深度而变化,具体取决于当地的施工方法,材料和环境。 NDT提供有关混凝土状态,合规性和老化的综合信息,这对于长期评估这些因素的重要性是必不可少的。 NDT提供有关未受干扰状态下混凝土状态的信息,这意味着可以可靠地检测到材料特性随时间的细微变化。这项工作的结果表明,将无损检测与有限元分析相结合的新方法是准确确定和预测核电结构中混凝土围护条件的一种非常有用的工具[2]。

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