Steel bars embedded in an alkali-activated slag (AAS) concrete were exposed (after curing for 28 days) to an accelerated carbonation test (3% CO2, 65% relative humidity (RH), and 25 degrees C temperature) and a laboratory environment (0.03% CO2, 65% RH, and 25 degrees C). Ordinary Portland cement (OPC) was also tested for comparative purposes and exposed to identical experimental conditions. The corrosion behaviour of uncarbonated and carbonated AAS and OPC concretes was tested for different times, performing corrosion potential, linear polarization resistance, and electrochemical impedance spectroscopy measurements. Corrosion products were analysed using the Mossbauer technique. The main corrosion products found were magnetite (Fe3O4), wustite (FeO), and goethite (alpha-FeOOH). (C) 2009 Elsevier Ltd. All rights reserved.
机构:
Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R ChinaFuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
Ji, Tao
Gao, Qiaoling
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Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R ChinaFuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
Gao, Qiaoling
Zheng, Wenyuan
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Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R ChinaFuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
Zheng, Wenyuan
Lin, Xujian
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Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R ChinaFuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
Lin, Xujian
Wu, Hwai-Chung
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Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
Wayne State Univ, Dept Civil & Environm Engn, Detroit, MI USAFuzhou Univ, Coll Civil Engn, Fuzhou, Fujian Province, Peoples R China
机构:
Department of Civil Engineering, Isfahan University of Technology, IsfahanDepartment of Civil Engineering, Isfahan University of Technology, Isfahan
Bastani M.
Behfarnia K.
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Department of Civil Engineering, Isfahan University of Technology, IsfahanDepartment of Civil Engineering, Isfahan University of Technology, Isfahan