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RECENT STUDIES TOWARDS UPDATING THE BS7910 FLAW INTERACTION RULE

机译:更新BS7910缺陷交互规则的最新研究

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Fitness for service assessment procedures rely on flaw interaction rules for assessment of multiple flaws in close proximity. Such rules are aimed at avoiding excessive amplification of the crack driving force that may result in a non-conservative fracture assessment. In BS7910, the 2013 edition introduced a new flaw interaction rule for the co-planar flaws where the proximity of adjacent flaws is judged based on flaw height (i.e. s= 0.5*max(a_1,a_2) for surface flaws). The rule was introduced for flaws with aspect ratio of a/c < 1 for both flaws, while for other flaw shapes and combinations the earlier rule from the predecessor document PD6493:1993 was retained. This paper summarises the recent work done by the authors and work from literature to examine the applicability of the s=0.5*max(a_1,a_2) rule to flaws with aspect ratio a/c ≥1 and dissimilar flaw combinations. It is shown that the current BS7910 rule based on s=0.5*max(a_1,a_2) produces a conservative flaw assessment with the use of BS7910 solutions for stress intensity factor and reference stress. An exception are cases of two deep surface flaws where the rule is proposed to change to: s ≤ max(a_1, a_2) for two surface flaws with a_1/t & a_2/t > 0.5.
机译:服务评估程序的适用性依赖于缺陷交互规则来评估附近的多个缺陷。此类规则旨在避免过度增加裂纹驱动力,否则可能会导致非保守的断裂评估。在BS7910中,2013年版针对共面缺陷引入了新的缺陷相互作用规则,其中基于缺陷高度(即表面缺陷的s = 0.5 * max(a_1,a_2)来判断相邻缺陷的接近度)。对于两个缺陷的长宽比a / c <1的缺陷,引入了该规则,而对于其他缺陷形状和组合,则保留了先前文献PD6493:1993中的较早规则。本文总结了作者最近所做的工作以及来自文献的工作,以检验s = 0.5 * max(a_1,a_2)规则对纵横比为a / c≥1的缺陷和不同缺陷组合的适用性。结果表明,当前的基于s = 0.5 * max(a_1,a_2)的BS7910规则通过使用BS7910解决方案来计算应力强度因子和参考应力,从而产生了保守的缺陷评估。有两个深表面缺陷的情况例外,对于规则为a_1 / t&a_2 / t> 0.5的两个表面缺陷,建议将规则更改为:s≤max(a_1,a_2)。

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