Finite-Element Analysis of Crack Growth in Austenitic Stainless Steel Under Equibiaxial Loading

H. Dhahri, C. Gourdin, H. Maitournam
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Abstract

The lifetime extension of the nuclear power plants is considered as an energy challenge worldwide. That is why, the risk analysis and the study of various effects of different factors that could potentially represent a hazard to a safe long term operation are necessary. These structures, often of great dimensions, are subjected during their life to complex loading combining varying mechanical loads, multiaxial, with non-zero mean values associated with temperature fluctuations and also PWR environment. Based on more recent fatigue data (including tests at 300°C in air and PWR environment, etc...), some international codes (RCC-M [2], ASME and others [3][4][5]) have introduced a modification of the austenitic stainless steels fatigue curve combined with a calculation of an environmental penalty factor, namely Fen, which has to be multiplied by the usual fatigue usage factor [6]. Unfortunately, experimental data on this issue are rare. In order to obtain fatigue strength data under structural loading, biaxial test means with and without PWR environment were developed at LISN in collaboration with EDF and AREVA [6]. Two kinds of fatigue device have been developed. Within the same specimen geometry, structural loads can be applied in varying only the PWR environment. The first device (FABIME2) is devoted to study the effect of biaxiality and mean strain/stress on the fatigue life [9]. A second and new device called FABIME2e is for the study of the environmental effect. With these new experimental results, the PWR environment effect on the fatigue life of stainless austenitic steels will be quantified accurately on semi-structure specimen. This device combines the structural effect like equi-biaxiality and mean strain and the environmental penalty effect with the use of PWR environment during the fatigue tests. The aim of this paper is to present the numerical interpretation of the results obtained with these two devices “FABIME2” and “FABIME2e”. Two important aspects will be addressed. The first concerns the mechanical behavior of austenitic stainless steel and the capabilities of the numerical model to reproduce the hardening of the material. And the second concerns the study of the crack growth during the equibiaxial fatigue test.
等双轴加载下奥氏体不锈钢裂纹扩展的有限元分析
核电站的寿命延长被认为是世界范围内的能源挑战。这就是为什么有必要进行风险分析和研究可能对长期安全运行构成潜在危害的不同因素的各种影响。这些结构通常具有很大的尺寸,在其使用寿命期间受到复杂载荷的影响,包括不同的多轴机械载荷,以及与温度波动和压水堆环境相关的非零平均值。根据最近的疲劳数据(包括在300°C空气和压水堆环境下的测试等…),一些国际规范(RCC-M [2], ASME和其他[3][4][5])引入了奥氏体不锈钢疲劳曲线的修改,并结合了环境惩罚因子的计算,即Fen,它必须乘以通常的疲劳使用因子[6]。不幸的是,关于这个问题的实验数据很少。为了获得结构载荷下的疲劳强度数据,LISN与EDF和AREVA[6]合作开发了具有和不具有压水堆环境的双轴测试方法。研制了两种疲劳装置。在相同的试样几何形状下,结构荷载只能应用于不同的压水堆环境。第一个装置(FABIME2)用于研究双轴性和平均应变/应力对疲劳寿命的影响。另一种名为FABIME2e的新设备是用于研究环境影响的。利用这些新的实验结果,可以在半组织试样上准确量化压水堆环境对不锈钢奥氏体钢疲劳寿命的影响。该装置结合了等双轴、平均应变等结构效应和压水堆环境下疲劳试验的环境惩罚效应。本文的目的是给出用“FABIME2”和“FABIME2e”这两个装置获得的结果的数值解释。会议将讨论两个重要方面。第一个问题涉及奥氏体不锈钢的力学行为和数值模型再现材料硬化的能力。二是等双轴疲劳试验中裂纹扩展的研究。
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