期刊文献+

大跨度桥梁索缆模拟酸雨加速腐蚀行为研究 被引量:5

Corrosion Behavior of Galvanized Steel Wires of Long-span Bridge Cables in Simulated Acid Rain
原文传递
导出
摘要 采用RH402定氢仪和盐雾腐蚀试验方法研究了索缆用镀锌钢丝在模拟酸雨腐蚀介质中的腐蚀行为,并用XRD表征腐蚀产物.结果表明,经2.5个月腐蚀后,位于索缆外层钢丝的镀锌层发生局部耗尽,而钢丝的氢含量随暴露时间延长呈增加趋势;经2个月和3个月腐蚀的索缆镀锌钢丝的主要腐蚀产物分别为3Zn(OH)_2·ZnSO_4·5H_2O和ZnSO_3·2H_2O与Fe_6(OH)_(12)CO_3.提出"三个腐蚀阶段"以描述索缆镀锌钢丝在模拟酸雨中的腐蚀过程. Corrosion behavior of galvanized steel wires of bridge cables in a simulated acid rain environment was studied by means of salt spray test and RH402 hydrogen analyzer,and then corrosion products were characterized by XRD.Results showed the zinc coating of steel wires located at the periphery of cables was exhausted locally by salt spray test for 2.5 months.The main corrosion products were mainly consisted of 3Zn(OH)2·ZnSO4·5H2O,and ZnSO3·2H2O plus Fe6(OH)12CO3 respectively for wires exposed for 2 and 3 months.Finally a three-stage process was proposed to describe the corrosion of steel wires in simulated acid rain.
出处 《腐蚀科学与防护技术》 CAS CSCD 北大核心 2011年第1期65-68,共4页 Corrosion Science and Protection Technology
基金 重庆市交通委员会科技计划项目 重庆市自然科学基金项目(2004BB6056)资助
关键词 缆索 桥梁 酸雨 腐蚀 cable bridge acid rain corrosion
  • 相关文献

参考文献11

  • 1黄跃平,胥明,姜益军,顾成军,段永胜,朱绍庄.拉索局部腐蚀检测与评估分析[J].腐蚀科学与防护技术,2006,18(2):132-135. 被引量:16
  • 2Betti R. Environmental deterioration effects in bridge wires [J]. Recent Adv. Bridge Eng., 1996: 367. 被引量:1
  • 3Mayrbaurl R M, Camo S. Cracking and fracture of suspension bridge wire [J]. J. Bridge Eng., 2001, 6(6): 645. 被引量:1
  • 4Mehrabi A B, Telang N M. Cable-stayed bridge performance evaluation-lessons from the field [A]. Proceedings of the Structures Congress and Exposition[C], 2003: 1083. 被引量:1
  • 5Yukikazu Y. Maintenance of steel bridges on Honshu- Shikoku cross [J]. Constr. Steel Res., 2002, 58: 131. 被引量:1
  • 6Suzumura K, Nakamura S. Environmental factors affecting corrosion of galvanized steel wires [J]. J. Mater. Civil Eng., 2004, 16(1): 1. 被引量:1
  • 7Mahmoud K A. Multi-scale Damage related to Environment Assisted Cracking[M]. Shanghai: East China University Science and Technology Press, 2005: 289. 被引量:1
  • 8Betti R, West A C, Vermaas G, et al. Corrosion and embrittlement of high-strength steel bridge wires[J]. J. Bridge Eng., 2005, 10(2): 151. 被引量:1
  • 9Hamilton H R. Bridge stayed cable corrosion protection, II: Accelerated corrosion tests[J]. Bridge Eng., 1998, 3(2): 72. 被引量:1
  • 10黎学明,刘强,孔令峰,周建庭.模拟酸雨溶液中应力对镀锌钢绞线腐蚀行为影响[J].腐蚀科学与防护技术,2008,20(1):44-46. 被引量:20

二级参考文献19

  • 1萧以德,李兴濂.电镀锌层的大气腐蚀行为研究[J].腐蚀科学与防护技术,1995,7(3):187-191. 被引量:6
  • 2冯琳,杨淑琼.七水硫酸锌脱水机理热力学初探[J].重庆师范大学学报(自然科学版),2006,23(1):55-57. 被引量:3
  • 3黄跃平,胥明,姜益军,顾成军,段永胜,朱绍庄.拉索局部腐蚀检测与评估分析[J].腐蚀科学与防护技术,2006,18(2):132-135. 被引量:16
  • 4杨武 顾睿祥.金属的局部腐蚀[M].北京:化学工业出版社,1995.75-84. 被引量:60
  • 5Shibata,T.Statistical and stochastic approaches to localized corrosion[J].Corrosion,1996,52:813. 被引量:1
  • 6Eldredge GG.Analysis of corrosion pitting by extreme-value statistical and its application to oil well tubing caliper surveys[J].Corrosion 1957; 13:51. 被引量:1
  • 7Saidarasamoot.TSCF (Tanker Structure Co-operative Forum),Condition evaluation and maintenance of tanker structures,1992, 被引量:1
  • 8N Yamamoto,K Ikegami.A study on the degradation of coating and corrosion of ship's hull based on the probabilistic approach[J].Journal of Offshore Mechanics and Arctic Engineering,1998,120:121. 被引量:1
  • 9Paik J K,Kim S K,Lee S K.Probabilistic corrosion rate estimation model for longitudinal strength members of bulk carriers[J].Journal of Ocean Engineering,1998,10:837. 被引量:1
  • 10Guedes Soares C,Garbatov Y.Reliability of corrosion protected and maintained ship hulls subjected to corrosion and fatigue[J].Journal of Ship Research,1996,43(2):65. 被引量:1

共引文献33

同被引文献21

引证文献5

二级引证文献21

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