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Experimental Validation of the Relationship between Parameters of 3P-Weibull Distributions Based in JC or KJC

机译:基于JC或KJC的3P-Weibull分布参数之间关系的实验验证

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The characterization of fracture resistance of ferritic steels in the ductile to brittle transition zone is problematic due to the great scatter of test results.The statistical treatment in the literature is mainly based on the Weibull distribution,but some authors based their analysis on such a distribution with two parameters (2P-W),while others use a three parameters Weibull distribution (3P-W).Besides this,it is not homogeneous the use of these distributions in terms of J or K,and in general is acceptable that the Weibull slope for a K based distribution is twice the corresponding slope for the distribution based on J values.In previous works,the authors have shown that this relationship between slopes is not valid,except for the case of a 2P-W distribution,and have proposed a new factor (ξ ) different from two that is calculated once the three parameters of the 3P-W distribution are estimated.In this paper it is demonstrated,using datasets with 100% cleavage from the Euro Round Robin in order to analyze cases where the weakest link model is valid,that this new factor works quite well,and that even when 3P-W distributions based on J and K values are not equivalent,both could be used to describe the results of fracture mechanics toughness tests.
机译:由于测试结果的分散性大,因此在延性至脆性过渡区中铁素体钢的抗断裂性能表征存在问题。文献中的统计处理主要基于威布尔分布,但一些作者基于这种分布进行了分析。具有两个参数(2P-W),而其他具有三个参数的Weibull分布(3P-W)。此外,就J或K而言,使用这些分布不是均质的,通常Weibull是可以接受的基于K的分布的斜率是基于J值的分布的对应斜率的两倍。在以前的工作中,作者表明,除2P-W分布的情况外,这些斜率之间的关系是无效的,并提出了一旦估计了3P-W分布的三个参数,就会计算出一个不同于两个因子的新因子(ξ)。 bin,以便分析最弱链接模型有效的情况,该新因素很好地工作,即使基于J和K值的3P-W分布不相等,也都可以用来描述裂缝的结果力学韧性测试。

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