地表点应力强度因子的计算及工程标准纳入研究

Steven X. Xu, G. Thorwald, P. L. Delliou, R. Cipolla
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引用次数: 0

摘要

ASME第十一节缺陷评估工作组正在对附录a第A-3000条进行重写。第A-3000条的重写包括对圆柱体几何形状的应力强度因子影响系数的封闭形式方程的实现。这一限制是作为解决美国核管理委员会工作人员技术问题的临时方法。美国核管理委员会工作人员对一些非常长的缺陷表面点G1影响系数的较大百分比拟合误差表示技术关注。调查的目的是为不受限制地使用封闭形式方程提供技术依据,并确定源数据或拟合过程中的任何问题。本文描述了这项正在进行的调查的当前结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of Calculating Stress Intensity Factor at Surface Point and its Inclusion in Engineering Standards
Article A-3000 of Appendix A in ASME Section XI provides methods to calculate stress intensity factors that are used in Section XI linear elastic fracture mechanics based flaw evaluation procedures. The ASME Section XI Working Group on Flaw Evaluation has been in the process of rewriting Article A-3000 of Appendix A. The rewrite of Article A-3000 includes implementation of closed-form equations for stress intensity factor influence coefficients for cylinder geometries. Closed-form relations for stress influence coefficients G0 and G1 for axial flaws on the outside surface in cylinders were recently developed and implemented into the 2017 Edition of ASME Section XI Appendix A. The closed-form equations were implemented with one restriction on the application related to very long flaws. This restriction was taken as an interim approach to addressing a technical concern from the US NRC staff. NRC staff had technical concern on the large percentage fitting errors for the G1 influence coefficients at surface point for some very long flaws. An action was assigned within the ASME Section XI Working Group on Flaw Evaluation to investigate the accuracy of surface point G values for very long flaws. The intent of the investigation is to provide technical justification for using the closed-form equations with no restriction and to identify any issues in the source data or during the fitting process. This paper describes current results from this ongoing investigation.
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