Leak Rates Through Complex Crack Paths: Update on the Latest Developments From the European Project ATLAS+

Peter Gill, T. Nicak, Brian Daniels, F. Obermeier
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Abstract

Leak-before-Break assessments require a reliable method to obtain leakage rates from narrow cracks. The ability to predict leakage accurately is crucial to the overall success of Leak-before-Break arguments as the detection capability and limiting crack size are often very small. This can make it difficult to achieve the desired margin between limiting defect size and the crack size required for detectable leakage. The resulting narrow flow paths (< 0.1mm) relative to the wall thickness (> 10mm) necessitates the use of complex thermodynamic and friction models in the leak rate calculation. A method to calculate leakage rates through complex paths was presented in PVP2015-45468 using an ordinary differential equation (ODE) for Mach number. This model was developed to account for crack opening displacements that vary non-linearly through the wall of a pipe. This situation typically arises when there is a through wall crack at a weld, where significant residual stresses are present. This paper considers an FEA model of a plate with a weld residual stress (WRS) profile applied. The WRS is prescribed with nodal displacements, and the COD is calculated from post processing of the elastic stress analysis solution. This results in a COD function in terms of the distance through the wall, which can then be used in the leak rate calculation. Comparisons are made with the R6 methodology recommended software DAFTCAT and the benefits of using the ODE method are discussed. In collaboration with Framatome, Germany, a test case based on the previous European project STYLE was considered. The test case involves a Type 316L Stainless Steel pipe with a girth weld, and the FEA model includes postulated through wall defects at the weld interface to assess crack opening displacements. This model will be used to extract crack opening displacements and calculate leak rates using various methods. Two phase flow will be considered for this test case as the pipe geometry is very relevant to PWRs.
复杂裂缝路径的泄漏率:来自欧洲项目ATLAS+的最新进展
破裂前泄漏评估需要一种可靠的方法来获得狭窄裂缝的泄漏率。由于检测能力和极限裂纹尺寸通常非常小,因此准确预测泄漏的能力对于泄漏前破裂参数的整体成功至关重要。这使得在极限缺陷尺寸和可检测泄漏所需的裂纹尺寸之间难以达到所需的裕度。相对于壁厚(bbb10 - 10mm),由此产生的狭窄流动路径(< 0.1mm)需要在泄漏率计算中使用复杂的热力学和摩擦模型。提出了一种基于马赫数常微分方程(ODE)的PVP2015-45468复杂路径泄漏率计算方法。该模型的建立是为了考虑裂纹张开位移在管道壁上的非线性变化。这种情况通常出现在焊缝处存在穿透壁裂纹时,在那里存在显著的残余应力。本文考虑了采用焊接残余应力(WRS)剖面的板的有限元模型。WRS采用节点位移计算,COD采用弹性应力分析解的后处理计算。这就产生了通过墙体的距离的COD函数,然后可以将其用于泄漏率的计算。与R6方法推荐的软件DAFTCAT进行了比较,并讨论了使用ODE方法的好处。在与德国Framatome的合作中,考虑了基于先前欧洲项目STYLE的测试用例。试验案例涉及一根316L型不锈钢环焊缝管,有限元模型包括焊缝界面处的假设穿壁缺陷,以评估裂纹张开位移。该模型将用于提取裂缝张开位移,并使用各种方法计算泄漏率。由于管道的几何形状与压水堆非常相关,因此该测试案例将考虑两相流。
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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