焊缝覆盖层管道塑性破坏应力预测方法的验证

Yinsheng Li, K. Hasegawa, G. Wilkowski
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引用次数: 0

摘要

焊接覆盖(WOL)已经在许多国家广泛使用,作为修复核电站应力腐蚀管道的一种有效方法[]。作者基于净截面应力法,建立了估算具有周向部分穿过裂纹的焊敷管弹性坍塌弯曲矩的理论方程。本论文的目的是比较水管柱的全尺寸实验数据和计算应力。采用JSME - 1 - 0 - 0 -服务规范的程序进行计算[,1],计算Z - factQr和低应力。通过对实验数据的比较,证明了所提出的方法可以应用于JSME适合度的缺陷评估。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Verification of Prediction Method of Plastic Collapse Stress for Pipe with Weld Overlay
Weld Overlays {WOL )have b己 en widely used in many counlries as e 丘 ective nieth 〔〕ds to repair pipes with stress corr ()sion oracks in nuclear power plants. Authurs have developed the theoretical equations to estimate p工astic collapse bending mornenLs for weld overlaid pipes “,ith circumferential part − through cracks ,based on net section stress approach . The ob ,ective of this paper is to cumpare 廿1e calculated stresses with oxperimentaldata of full scale WOL pipespecimens . The procedures of JSME 且tlless−for−service code were empluyed f〔,r the calculationS Gf Z factQr and llow stress . From the co parison of experimental data, it fs demonstrated that the rnethods are applicahle to the flaw asscssment for the JSME fitness −for−serv 正ce codc .
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