首页> 外文会议>International conference on structural mechanics in reactor technology >ASSESSMENT OF DYNAMIC FRACTURE TOUGHNESS VALUES K_(Jc) AND REFERENCE TEMPERATURES T_(0,x) DETERMINED FOR A GERMAN RPV STEEL AT ELEVATED LOADING RATES ACCORDING TO ASTM E1921
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ASSESSMENT OF DYNAMIC FRACTURE TOUGHNESS VALUES K_(Jc) AND REFERENCE TEMPERATURES T_(0,x) DETERMINED FOR A GERMAN RPV STEEL AT ELEVATED LOADING RATES ACCORDING TO ASTM E1921

机译:在按照ASTM E1921的高载荷速率下确定的德国RPV钢的动态断裂韧度值K_(Jc)和参考温度T_(0,x)的评估

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Ferritic steels usually show significant embrittlement with increasing loading rates in the lower shelf and transition region, i.e. the fracture toughness versus temperature curve K_(Jc)(T) is shifted to higher temperatures. However, this embrittlement is limited and the ASME-reference curve K_(IR) is commonly accepted as a lower bound curve. It was one aim of this project, to verify this lower bound curve for the German reactor pressure vessel steel 22 NiMoCr 3 7 (≈ A 508 C1.2) in particular for elevated loading rates. The investigations with high speed fracture mechanics tests were performed within a joint project of Fraunhofer IWM and MPA. Details are reported in Boehme et al. (2012). The results of compact tension and three point bend specimens were evaluated according to ASTM E1921 (2011) following the Master Curve approach. All determined dynamic K_(Jc)-values were above the ASME reference curve K_(IR). The applied Master Curve evaluation with an assumed Weibull distribution according to ASTM E1921 (2011), results for some test series in 5%-fractile lower bound curves, which are below the K_(IR)-curve. However, a lognormal-distribution, recently proposed for crack arrest in ASTM E1221 (2010), leads to a more meaningful agreement of the calculated 5%-fractile curves with the K_(IR)-curve. Statistical analysis of the data confirmed, that the lognormal-distribution is a best fit of the experimental high rate data. Finally, the data distribution tends to show a second peak, thus giving a hint, that two mixed collectives of data may exist, a more brittle and a more ductile one. At the highest loading rates the more brittle one seems to dominate, resulting in comparable T_(0,x)-values, independent of specimen type, size and loading rate, and thus possibly determining a physically caused lower limit of embrittlement, which confirms the engineering lower bound K_(IR)-curve. This final conclusion would be subject to further investigations.
机译:铁素体钢通常在较低的货架和过渡区中随载荷率的增加而显示出明显的脆性,即,断裂韧性与温度的关系曲线K_(Jc)(T)移至较高的温度。然而,这种脆化是有限的,并且ASME参考曲线K_(IR)通常被认为是下界曲线。该项目的目的之一是验证德国反应堆压力容器钢22 NiMoCr 3 7(≈A 508 C1.2)的下界曲线,特别是对于提高的加载速率。高速断裂力学测试的研究是在Fraunhofer IWM和MPA的联合项目中进行的。详细信息在Boehme等人中报道。 (2012)。紧实张力和三点弯曲试样的结果根据ASTM E1921(2011)按照Master Curve方法进行评估。所有确定的动态K_(Jc)值均高于ASME参考曲线K_(IR)。根据ASTM E1921(2011)在假定的Weibull分布的情况下应用主曲线评估,得出了一些测试序列在5%分数下界曲线(低于K_(IR)曲线)的结果。但是,最近在ASTM E1221(2010)中提出了对数正态分布用于裂纹止裂,这使得计算出的5%断裂曲线与K_(IR)曲线更加有意义。数据的统计分析证实,对数正态分布最适合实验高速率数据。最后,数据分布倾向于显示第二个峰值,从而暗示可能存在两个混合的数据集合,即更脆弱和更易延展的数据集合。在最高加载速率下,较脆的似乎占主导地位,从而产生可比较的T_(0,x)值,而与样品类型,大小和加载速率无关,从而可能确定了物理导致的脆性下限,这证实了工程下界K_(IR)曲线。最后的结论有待进一步调查。

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