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:根据ASTM E1921,对德国RPV钢测定的动态断裂韧性值K_(JC)和参考温度T_(0,X)的参考温度T_(0,0,X)

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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:铁素体钢通常显示出具有较低搁板和过渡区域中的加载速率的显着脆化,即断裂韧性与温度曲线K_(JC)(T)移位到较高温度。然而,该脆化是有限的,并且ASME参考曲线K_(IR)通常被接受为下界曲线。它是该项目的一个目的,验证德国反应堆压力容器钢22铌37(≈A508C1.2)的下界曲线,特别是升高的加载率。具有高速断裂力学测试的调查是在Fraunhofer IWM和MPA的关节项目中进行的。详细信息在Boehme等人中报道。 (2012)。根据主曲线方法,根据ASTM E1921(2011)评估紧凑张力和三点弯曲标本的结果。所有确定的动态k_(jc)-values都在ASME参考曲线K_(IR)之上。应用了根据ASTM E1921(2011)的假定威布尔分布的应用主曲线评估,结果在5%的下绑定曲线中的某些测试系列,低于K_(IR)-Curve。然而,最近在ASTM E1221(2010)中提出的裂缝停留的逻辑正式分布导致计算的5% - 术反射曲线与K_(IR)进行更有意义的协议.Curve。统计分析确认的数据,逻辑正规分布是实验高速度数据的最佳选择。最后,数据分布倾向于显示第二峰,从而施加暗示,可以存在两个混合的数据集集团,更脆弱和更韧性的数据。在最高的加载率,似乎似乎支配的脆性率越脆,导致与标本类型,尺寸和装载速率无关的比较T_(0,x),因此可能确定物理导致的脆化的下限,这证实了工程下限K_(IR)-Curve。最后结论将进行进一步调查。

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