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电站锅炉用HR3C钢管表面裂纹临界尺寸
引用本文:王若民,段谟刚,张健,陈国宏,陈学进,缪春辉,汤文明.电站锅炉用HR3C钢管表面裂纹临界尺寸[J].材料热处理学报,2021,42(3):125-134.
作者姓名:王若民  段谟刚  张健  陈国宏  陈学进  缪春辉  汤文明
作者单位:安徽新力电业科技咨询有限责任公司,安徽合肥 230601;国网安徽省电力有限公司电力科学研究院,安徽合肥 230601;合肥工业大学材料科学与工程学院,安徽合肥 230009;安徽新力电业科技咨询有限责任公司,安徽合肥 230601;国网安徽省电力有限公司电力科学研究院,安徽合肥 230601;国投宣城发电有限责任公司,安徽宣城 242052
基金项目:安徽新力电业科技咨询有限责任公司科研项目(2016咨-CL-01)。
摘    要:以供货态和650℃(外管壁温度)服役18644 h的HR3C钢炉管为对象,采用实验及模型计算相结合的方法,获得HR3C钢管表面裂纹失稳扩展的临界尺寸,用于定量化评估服役HR3C钢管的可靠性。结果表明,供货态和服役态HR3C钢炉管室温及650℃时的KIC值分别为16.06、2.38 MPa·m1/2,以及7.92、1.21 MPa·m1/2。基于K-判据法,推算出供货态及在蒸气压力为5.72 MPa、650℃下服役18644 h的规格为Ф60 mm×4 mm的HR3C钢管表面裂纹失稳扩展的临界尺寸分别为0.67、0.09 mm。最后,结合显微结构及断口分析,确定了服役态HR3C钢管临界裂纹尺寸减小及服役早期失效的原因。

关 键 词:HR3C钢管  平面应变断裂韧性  临界裂纹尺寸  显微组织  断口分析

Critical surface crack size of HR3C steel tube for power station boiler
WANG Ruo-min,DUAN Mo-gang,ZHANG Jian,CHEN Guo-hong,CHEN Xue-jin,MIAO Chun-hui,TANG Wen-ming.Critical surface crack size of HR3C steel tube for power station boiler[J].Transactions of Materials and Heat Treatment,2021,42(3):125-134.
Authors:WANG Ruo-min  DUAN Mo-gang  ZHANG Jian  CHEN Guo-hong  CHEN Xue-jin  MIAO Chun-hui  TANG Wen-ming
Affiliation:(Anhui Xinli Electric Technology Consulting Co Ltd,Hefei 230601,China;Electric Power Research Institute,State Grid Anhui Electric Power Co Ltd,Hefei 230601,China;School of Materials Science and Engineering,Hefei University of Technology,Hefei 230009,China;Xuancheng Power Generation Co Ltd,SDIC,Xuancheng 242052,China)
Abstract:The critical sizes of crack instability propagation on the surface of the as-received HR3 C steel tubes and that after servicing at 650℃(outer wall temperature)for 18644 h were deduced via a method combining experiment with model calculation,in order to quantitatively evaluate the reliability of the in-service HR3 C steel tubes.The results show that the KIC values of the as-received and the in-service HR3 C steel tubes at room temperature and 650℃are 16.06 and 2.38 MPa·m1/2,and 7.92 and 1.21 MPa·m1/2,respectively.Based on the K-criterion method,the critical surface crack sizes of the as-received HR3 C steel tubes and that after servicing at 5.72 MPa(steam pressure)and 650℃for 18644 h are calculated to be 0.67 and 0.09 mm,respectively.Finally,the reason of the reduction of the critical surface crack size and even early failure of the in-service HR3 C steel tube is determined by the microstructure observations and fracture analysis.
Keywords:HR3C steel tube  plane strain fracture toughness  critical surface crack size  microstructure  fracture analysis
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