Brittle Fracture Prediction Using Code_Aster: Review of Available Models and Focus on the GP Energy Approach

S. Jules, T. Métais, E. Lorentz, S. Géniaut
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Abstract

With the life extension of NPPs world-wide, new challenges have emerged in engineering calculations. These challenges often stem from the difficulty to demonstrate an adequate margin for some key components, which have gradually been ageing during the operation of the plant. In particular, the Reactor Pressure Vessel (RPV) is impacted by the irradiation, and the risk of brittle fracture under severe cold shocks must be assessed. Over the past decades, the RSE-M code [1], which is used in France and internationally for in-service inspection, has been developing methods using a conventional approach to brittle fracture. Analyses are typically performed either using tabulated indices to evaluate analytically the stress intensity factor, or using more advanced approaches which require more complex and time-consuming FEA calculations. Recently, the ongoing trend has been to rely on the latter to demonstrate an adequate margin on the RPV for potential operation beyond 40 years: the question today is whether these existing methods will still provide adequate margins after 50 or 60 years of operation. In parallel to the conventional approach, a significant amount work has been performed over the past 20 years in France to adapt the historic Griffith energy release-rate approach [2] to engineering space. The work was initiated by Francfort and Marigo [3] who set up a new elastic fracture theory, extended from the Griffith approach. Within EDF R&D, Lorentz et al. [4] and Wadier et al. [5] have then relied on some of their ideas and applied them to the easier case of the propagation onset of a preexisting crack along a given crack path. Several ingredients are involved in this reduced formulation: the application of an energy minimization principle, the definition of a specific damage model and the use of a notch to represent the crack. Among other advantages, the Gp method has been developed as a true engineering approach, i.e. not relying on difficult and time-consuming models to set up. It is hence easy to implement in a FE software as a postprocessing of a mechanical calculation. The method has also been applied to various test cases and has shown the potential to increase margins. The drawbacks are that the method is likely restricted to 2D cases for practical reasons. The paper also provides an overview of the methods implemented in the EDF open source tool code_aster with a specific focus on the Gp approach.
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利用Code_Aster进行脆性断裂预测:评述现有模型并着重于GP能量法
随着世界范围内核电站寿命的延长,工程计算也出现了新的挑战。这些挑战往往源于难以为一些关键部件提供足够的余量,这些部件在核电站运行期间逐渐老化。特别是反应堆压力容器(RPV)受到辐射的冲击,必须对其在强冷冲击下脆性断裂的风险进行评估。在过去的几十年里,在法国和国际上用于服役检验的RSE-M规范[1]一直在开发使用常规方法检测脆性断裂的方法。分析通常是使用表格指数来分析评估应力强度因子,或者使用更先进的方法,这需要更复杂和耗时的有限元计算。最近,持续的趋势是依靠后者来证明在40年以上的潜在运行中RPV的足够余量:今天的问题是,这些现有的方法在50或60年的运行后是否仍然提供足够的余量。与传统方法并行,在过去的20年里,法国进行了大量的工作,将具有历史意义的Griffith能量释放率方法[2]应用于工程领域。这项工作是由Francfort和Marigo[3]发起的,他们在Griffith方法的基础上建立了一种新的弹性断裂理论。在EDF研发部门,Lorentz等人[4]和Wadier等人[5]随后依赖于他们的一些想法,并将其应用于预先存在的裂纹沿给定裂纹路径扩展开始的更容易的情况。在这个简化的公式中涉及几个成分:能量最小化原则的应用,特定损伤模型的定义以及使用缺口来表示裂纹。除其他优点外,Gp方法已经发展成为一种真正的工程方法,即不依赖于困难和耗时的模型来建立。因此,作为力学计算的后处理,它很容易在有限元软件中实现。该方法也已应用于各种测试用例,并显示出增加利润率的潜力。缺点是,由于实际原因,该方法可能仅限于2D情况。本文还概述了EDF开源工具code_aster中实现的方法,并特别关注Gp方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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