Corrosion behaviour of steel in beach soil along Bohai Bay
Li, Y. T.
刊名CORROSION ENGINEERING SCIENCE AND TECHNOLOGY
2009-04-01
卷号44期号:2页码:91-95
关键词Pipeline Steel Carbon Steel Beach Soil Corrosion
ISSN号1478-422X
DOI10.1179/174327807X234633
文献子类Article
英文摘要Research on corrosion of steel structures in various marine environments is essential to assure the safety of structures and can effectively prolong their service life. In order to provide data for anticorrosion design of oil exploitation structures in the Bohai Bay, the corrosion behaviour and properties of steel in beach soil, using typical steel samples (Q235A carbon steel and API 5Lx52 pipeline steel) buried 0.5, 1.0 and 1.5 m deep under typical beach soils in Tanggu, Yangjiaogou, Xingcheng, Yingkou and Chengdao for 1-2 years were studied. The carbon steel and pipeline steel were both corroded severely in the beach soil, with the form of corrosion being mainly uniform with some localised attack (pitting corrosion). The corrosion rate of the carbon steel was up to 0.16 mm/year with a maximum penetration depth of 0.76 mm and that of the pipeline steel was up to 0.14 mm/year, with a maximum penetration depth of 0.53 mm. Compared with carbon steel, the pipeline steel generally had better corrosion resistance in most test beach soils. The corrosion rates and the maximum corrosion depths of carbon steel and pipeline steel were in the order: Tanggu>Xingcheng>Chengdao>Yingkou>Yangjiaogou with corrosion altering with depth of burial. The corrosion of steel in the beach soil involves a mixed mechanism with different degrees of soil aeration and microbial activity present. It is concluded that long term in situ plate laying experiments must be carried out to obtain data on steel corrosion in this beach soil environment so that the effective protection measures can be implemented.; Research on corrosion of steel structures in various marine environments is essential to assure the safety of structures and can effectively prolong their service life. In order to provide data for anticorrosion design of oil exploitation structures in the Bohai Bay, the corrosion behaviour and properties of steel in beach soil, using typical steel samples (Q235A carbon steel and API 5Lx52 pipeline steel) buried 0.5, 1.0 and 1.5 m deep under typical beach soils in Tanggu, Yangjiaogou, Xingcheng, Yingkou and Chengdao for 1-2 years were studied. The carbon steel and pipeline steel were both corroded severely in the beach soil, with the form of corrosion being mainly uniform with some localised attack (pitting corrosion). The corrosion rate of the carbon steel was up to 0.16 mm/year with a maximum penetration depth of 0.76 mm and that of the pipeline steel was up to 0.14 mm/year, with a maximum penetration depth of 0.53 mm. Compared with carbon steel, the pipeline steel generally had better corrosion resistance in most test beach soils. The corrosion rates and the maximum corrosion depths of carbon steel and pipeline steel were in the order: Tanggu>Xingcheng>Chengdao>Yingkou>Yangjiaogou with corrosion altering with depth of burial. The corrosion of steel in the beach soil involves a mixed mechanism with different degrees of soil aeration and microbial activity present. It is concluded that long term in situ plate laying experiments must be carried out to obtain data on steel corrosion in this beach soil environment so that the effective protection measures can be implemented.
学科主题Materials Science, Multidisciplinary ; Metallurgy & Metallurgical Engineering
URL标识查看原文
语种英语
WOS记录号WOS:000266342400002
公开日期2010-12-21
内容类型期刊论文
源URL[http://ir.qdio.ac.cn/handle/337002/2255]  
专题海洋研究所_海洋腐蚀与防护研究发展中心
作者单位Chinese Acad Sci, Inst Oceanol, Qingdao 266071, Peoples R China
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GB/T 7714
Li, Y. T.. Corrosion behaviour of steel in beach soil along Bohai Bay[J]. CORROSION ENGINEERING SCIENCE AND TECHNOLOGY,2009,44(2):91-95.
APA Li, Y. T..(2009).Corrosion behaviour of steel in beach soil along Bohai Bay.CORROSION ENGINEERING SCIENCE AND TECHNOLOGY,44(2),91-95.
MLA Li, Y. T.."Corrosion behaviour of steel in beach soil along Bohai Bay".CORROSION ENGINEERING SCIENCE AND TECHNOLOGY 44.2(2009):91-95.
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