Steel corrosion behaviour in carbonated alkali-activated slag concrete

被引：135

作者：

Aperador, W. ^{[2
]}

Mejia de Gutierrez, R. ^{[2
]}

Bastidas, D. M. ^{[1
]}

机构：

[1] CSIC, CENIM Natl Ctr Met Res, Madrid 28040, Spain

[2] Univ Valle, Composite Mat Grp, Cali, Colombia

来源：

CORROSION SCIENCE | 2009年 / 51卷 / 09期

关键词：

Steel reinforced concrete; Alkali-activated cement; EIS; Mossbauer spectroscopy; Carbonation; FLY-ASH; RESISTANCE; STABILITY; MORTARS;

D O I：

10.1016/j.corsci.2009.05.033

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

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.

引用

页码：2027 / 2033

页数：7

共 27 条

[1]

[Anonymous], 2002, C15002 ASTM

[2]

*ASTM, 1999, C98999 ASTM

[3]

*ASTM, 2008, A70608 ASTM

[4]

*ASTM, 1999, C87699 ASTM