欢迎登录材料期刊网

材料期刊网

高级检索

采用干湿周浸实验模拟海洋大气环境研究含Cu耐候桥梁钢腐蚀过程中耐腐蚀性能的变化,并利用XRD,SEM等方法研究了两种不同Cu含量耐候桥梁钢的锈层变化.结果表明:Cu能够有效地降低钢的平均腐蚀深度和腐蚀速率,利于提高钢的耐蚀性能.锈层组成随腐蚀时间而变化,腐蚀初期锈层主要由Fe3O4和γ-FeOOH组成,腐蚀中期锈层开始生成Ni(0.6-1)Fe(2.4-2) O4尖晶石类复合氧化物和α- FeOOH两种晶相;腐蚀后期组成基本保持不变,主要由Ni(0.6-1) Fe(2.4-2) O4、α- FeOOH、γ- FeOOH和少量We3 O4组成.

参考文献

[1] Akira U;Hiroshi K;Takashi K .3%-Ni weathering steel plate for uncoated bridges at high airborne salt environment[J].NIPPON STEEL TECHNICAL REPORT,2003,87:21-23.
[2] Minoru ITOU;Akira USAMI .Performances of Coastal Weathering Steel[J].NIPPON STEEL TECHNICAL REPORT,2000(81):79-84.
[3] 刘丽宏,齐慧滨,卢燕平,李晓刚.耐大气腐蚀钢的研究概况[J].腐蚀科学与防护技术,2003(02):86-89.
[4] Zhang QC.;Wu JS.;Wang JJ.;Zheng WL.;Chen JG.;Li AB. .Corrosion behavior of weathering steel in marine atmosphere[J].Materials Chemistry and Physics,2003(2):603-608.
[5] 张全成,吴建生,郑文龙,王建军,陈家光,李爱柏,杨晓芳.合金元素的二次分配对耐钢抗大气腐蚀性能的影响[J].材料保护,2001(04):4-5.
[6] 肖葵,董超芳,李晓刚,王福明.大气腐蚀下耐候钢的初期行为规律[J].钢铁研究学报,2008(10):53-58.
[7] Durmwald J;Otto A .An investigation of phase transitions in rust layers using Raman spectroscopy[J].Corrosion Science,1989,29(11):1167-1172.
[8] 张淑泉 .关于"自然环境腐蚀”的国际研究动向[J].腐蚀与防护,1997,18(05):18-19,33.
[9] Misawa T;Asami K;Hashimoto K et al.The mechanism of atmospheric rusting and the protective amorphous rust on low alloy steel[J].Corrosion Science,1974,14(02):279-292.
[10] 于福洲.金属材料的耐蚀性[M].北京:科学出版社,1989:102-104.
[11] 王笑天.金属材料学[M].北京:机械工业出版社,1987:63-64.
[12] Nishimura T;Kodama T .Clarification of chemical state for alloying elements in iron rust using a binary-phase potential-pH diagram and physical analyses[J].Corrosion Science,2003,45(03):1073-1084.
[13] Kimura M;Kihira H;Hashimoto M et al.Control of Fe(O,OH) 6 nano-network structures of rust for high atmosphericcorrosion resistance[J].Corrosion Science,2005,47(07):2499-2059.
[14] Nishimura T;Katayama H;Noda K et al.Effect of Co and Ni on the corrosion behavior of alloy steels in wet/dry environments[J].Corrosion Science,2000,42(03):1611-1621.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%