ASME Sec. III NB-3200-Based Environmental Fatigue Analysis of Safety Injection Piping for Determining Postulated Rupture Locations

B. Lee, I. Nam, Wooseok Yang, C. Lee, Dongjae Lee
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Abstract

Branch Technical Position (BTP) 3-4 provides a guideline to determine postulated rupture locations for ASME Class 1 piping. This guideline contains criteria related to the maximum cyclic stress ranges and cumulative usage factor (CUF) by using only NB-3600-based procedure which may have conservative analysis results for determining postulated rupture locations. Recently issued BTP 3-4 Rev.3 provides two different CUF limits of 0.1 for air environments and 0.4 for Light Water Reactor (LWR) environments, respectively, for determining postulated rupture locations. To calculate CUFen considering the effects of the LWR environments, the fatigue usage factor determined in the air environments based on NB-3200 or NB-3600 of ASME B&PV Sec. III is multiplied by the environmental fatigue correction factor (Fen) based on Regulatory Guide 1.207 (RG 1.207). The Fen values may vary depending on the LWR environment conditions and the maximum Fen can be determined as a factor of approximately 14 for stainless steels. Also, RG 1.207 requires to use the new design fatigue curves (DFC), which have been developed recently by Argonne National Laboratory, to perform the environmental fatigue analysis. Since the new DFC predicts much shorter fatigue lives than the current DFC given in ASME B&PV Sec. III for stainless steels, the CUFen in the LWR environments could be significantly increased. For these reasons, many points in piping systems could be determined to be postulated rupture locations due to exceeding the CUFen limit of 0.4 in the LWR environments. In this paper, NB-3200- and NB-3600-based stress analyses and fatigue analyses considering both the air environments and the LWR environments for the safety injection (SI) piping have been performed to evaluate the conservatism of NB-3600-based stress analysis results and to review the effects of the LWR environments for determining postulated rupture locations.
基于nb -3200的安全注射管道环境疲劳分析,用于确定假定的破裂位置
分支技术位置(BTP) 3-4提供了确定ASME 1级管道假定破裂位置的指南。本指南包含与最大循环应力范围和累积使用系数(CUF)相关的标准,仅使用基于nb -3600的程序,该程序在确定假定破裂位置时可能具有保守的分析结果。最近发布的BTP 3-4 Rev.3提供了两种不同的CUF限值,分别为空气环境0.1和轻水反应堆(LWR)环境0.4,用于确定假定的破裂位置。为了计算考虑LWR环境影响的CUFen,在空气环境中根据ASME B&PV第III节NB-3200或NB-3600确定的疲劳使用系数乘以根据法规指南1.207 (RG 1.207)确定的环境疲劳校正系数(Fen)。Fen值可能根据LWR环境条件而变化,对于不锈钢,Fen的最大值可以确定为大约14的因子。此外,RG 1.207要求使用Argonne国家实验室最近开发的新的设计疲劳曲线(DFC)来进行环境疲劳分析。由于新的DFC预测的不锈钢疲劳寿命比ASME & pv章节III中给出的当前DFC短得多,因此低水循环环境下的CUFen可以显著提高。由于这些原因,在低水比环境中,由于CUFen超过0.4的极限,管道系统中的许多点可能被确定为假定的破裂位置。本文对安全注入管道进行了基于NB-3200和nb -3600的应力分析和疲劳分析,同时考虑了空气环境和LWR环境,以评估基于nb -3600的应力分析结果的保守性,并审查了LWR环境对确定假定破裂位置的影响。
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