期刊文献+

录井钢丝的失效分析 被引量:12

Failure analysis of well logging wire
在线阅读 下载PDF
导出
摘要 分析录井钢丝的断裂原因,对事故钢丝残样和未使用钢丝进行宏观形貌、化学成分、力学性能和金相组织的对比分析,在宏观形貌分析中可见事故钢丝表面有明显被腐蚀的痕迹。对钢丝表面的点蚀坑进行能谱分析,测定腐蚀残留物,对断口进行扫描电镜分析。结果显示油井中的腐蚀介质是引起钢丝断裂的主要原因,钢丝表面腐蚀坑和裂纹源区均含有S元素,且腐蚀坑内S元素的质量分数达到2.30%,该腐蚀性介质使录井钢丝表面发生腐蚀,进而形成腐蚀坑。在腐蚀性介质和外加载荷的双重作用下,裂纹持续扩展,直至发生断裂。 To analyze the fracture reason of well logging wire. The failure and unused steel wire were compared and analyzed about macro-profile, chemical composition, mechanical properties and metallurgical structure. The trace of corrosion on failure steel wire surface was observed obviously when it was analyzed on macro-profile. Pitting of steel wire surface was energy spectrum analyzed to determine corrosion residue. Fracture was analyzed by SEM. Results show that the corrosive medium in oil well is the main reason of steel wire fracture, both steel wire surface corrosive pit and crack origin contain S element, the mass fraction of S element in corrosive pit reaches 2.30% , the corrosive "medium causes corrosion on well logging steel wire surface, then forms corrosion pit. Under the dual influence of corrosive medium and applied load, crack ex- pands continuously, until the fracture happens.
出处 《金属制品》 2010年第3期69-72,共4页 Metal Products
关键词 失效分析 录井钢丝 脆性断裂 腐蚀 failure analysis well logging wire brittle fracture corrosion
  • 相关文献

参考文献4

  • 1束德林.金属力学性能[M].北京:机械工业出版社,1999.76-77.
  • 2石德珂,金志浩.材料力学性能[M].西安:西安交通大学出版社,1999.
  • 3S.A.Shipilov.腐蚀疲劳裂纹扩展的机理[J].中国腐蚀与防护学报,2004,24(6):321-333. 被引量:14
  • 4柯伟,李劲.环境断裂控制中的若干重要问题[C]//中国腐蚀与防护学会.第一届海峡两岸材料腐蚀与防护研讨会论文集.北京:中国腐蚀与防护学会,1998.

二级参考文献95

  • 1Gangloff R P. Corrosion fatigue crack propagation in metals [A].In: Environment - Induced Cracking of Metals [ M]. Gangloff R P,Ives M B, eds. NACE, Houston, 1990, 55 - 106
  • 2Schutz W. Fatigue life prediction - a review of the state of the art[A]. In: Structural Failure, Product Liability and Technical Insurance [M]. Rossmanith H P, eds. Elsevier Science, Amsterdam,1993, 49 - 60
  • 3Shipilov S A. Environment- assisted cracking of materials as a significant cause of engineering systems malfunctions [J]. Tech. Law Insur., 1996 , 1: 131 - 142
  • 4Newman R C, Procter R P M. Stress corrosion cracking: 1965 -1990 [ J ]. Br. Corros. J., 1990, 25: 259 - 269
  • 5Barsom J M. Mechanisms of corrosion fatigue below KISCC[J]. Int.J.Fract. Mech., 1971,7:163 - 182
  • 6Gallagher J P. Corrosion fatigue crack growth rate behavior above and below KISCC[J] .J. Mater., 1971,6:941 - 964
  • 7Vosikovsky O. Frequency, stress ratio and potential effects on fatigue crack growth of HY130 steel in salt water [J ]. J. Test. Eval.,1978,6:175 - 182
  • 8Congleton J, Craig I H, Denton B K, Parkins R N. Crack growth in HY80 and HY130 steels by corrosion fatigue [J]. Met. Sci., 1979,13: 436 - 443
  • 9Romaniv O M, Voldemarov A V, Nykyforchyn G M. Factors in acceleration of crack growth during corrosion fatigue of highstrength steels [J]. Fiz. - Khim. Mekh. Mater., 1980, 16 (5): 21- 27 (in Russian)
  • 10Fujii C T, Smith J A. Environmental influences on the aqueous fatigue crack growth rates of HY - 130 steel [A]. In: Corrosion Fatigue: Mechanics, Metallurgy, Electrochemistry and Engineering,ASTM STP 801 [M]. Crooker T W, Leis B N, edit. ASTM,Philadelphia

共引文献97

同被引文献54

引证文献12

二级引证文献45

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部