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APPLICATION OF THE MASTER CURVE APPROACH FOR ABNORMAL MATERIAL CONDITIONS

机译:主曲线方法在异常材料条件下的应用

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The range of applicability of Master Curve testing Standard ASTM E 1921 is limited to macroscopically homogeneous steels with "uniform tensile and toughness properties". A majority of structural steels appear to satisfy this requirement by exhibiting fracture toughness data which comply with the assumed K_(Jc) vs. temperature dependence and scatter within the specified validity area. As indicated in ASTM E 1921 a criterion for material macroscopic inhomogeneity is often applied using the 2% lower bound (possibly also the 98% upper bound). Data falling below this 2% lower-limit curve may be an indication of material inhomogeneity or susceptibility to grain boundary fracture. When this situation occurs, it is recommended to analyze the material with the so-called SINTAP procedure, which is intended for randomly inhomogeneous materials to assure a conservative lower-bound estimate. When a data set distinctly consists of two or more different data populations instead of one (due to variation of irradiation dose or specimen extraction depth, for instance) adoption of a bi-modal (or a multi-modal) Master Curve model is generally appropriate. These modal models provide information if the deviation of distributions is statistically significant or if different distributions truly exist for values of reference transition temperature, T_0, characteristic of separate data populations. In the case of data sets representing thick-walled structures (i.e., reactor pressure vessels), indications of abnormal fracture toughness data can be encountered such that material inhomogeneity or fracture modes other than pure cleavage should be suspected. A state-of-the-art review for extended, non-standard Master Curve data and techniques highlights limits of applicability in situations where the basic ASTM E 1921 procedure is not appropriate for material homogeneity or different fracture modes.
机译:主曲线测试标准ASTM E 1921的适用范围仅限于具有“均匀拉伸性能和韧性”的宏观均质钢。大多数结构钢似乎表现出满足断裂要求的断裂韧性数据,这些数据符合假定的K_(Jc)与温度的关系,并且在规定的有效范围内散布。如ASTM E 1921中所述,通常使用2%的下限(可能也是98%的上限)来应用材料宏观不均匀性的标准。数据低于该下限曲线的2%可能表明材料不均匀或容易发生晶界断裂。当发生这种情况时,建议使用所谓的SINTAP程序分析材料,该程序用于随机非均质材料,以确保保守的下界估计。当数据集明显地由两个或多个不同的数据总体组成而不是一个数据集时(例如,由于辐照剂量或样本提取深度的变化),通常采用双峰(或多峰)主曲线模型。如果分布的偏差在统计上是显着的,或者对于参考转变温度T_0的值(独立数据总体的特征)确实存在不同的分布,则这些模态模型可提供信息。在代表厚壁结构(即反应堆压力容器)的数据集的情况下,可能会遇到异常断裂韧性数据的迹象,因此应该怀疑除了纯解理之外的材料非均质性或断裂模式。对扩展的非标准主曲线数据和技术进行的最新审查强调了在基本ASTM E 1921程序不适用于材料均匀性或不同断裂方式的情况下的适用性限制。

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