Environmental factors affecting the corrosion behavior of reinforcing steel III. Measurement of pitting corrosion currents of steel in Ca(OH)2 solutions under natural corrosion conditions

被引:44
作者
El Aal, E. E. Abd [1 ]
El Wanees, S. Abd [1 ]
Diab, A. [1 ]
El Haleem, S. M. Abd [1 ]
机构
[1] Zagazig Univ, Fac Sci, Dept Chem, Zagazig 44519, Egypt
关键词
Steel; Steel reinforced concrete; Passive films; Passivity; Pitting corrosion; CONCRETE STRUCTURES; CHLORIDE; POLARIZATION; ZINC; REPASSIVATION; PARAMETERS; PITS;
D O I
10.1016/j.corsci.2009.04.006
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Using a simple electrolytic cell, the pitting corrosion current of reinforcing steel is measured in Ca(OH)(2) solutions in presence of chloride and sulfate as aggressive ions. Pitting corrosion current starts to flow after an induction period which depends on the concentration of both the aggressive and the passivating anions. The pitting corrosion current densities reach steady-state values which depend also on the type and concentration of the corrosive and passivating anions. The corrosive action of the aggressive species decreased in the order: SO42- > Cl-. Corrosion of the steel is found to be governed by a single electron transfer reaction. Raising the temperature decreases the induction period associated with pit initiation and increases the corrosion current associated with pit propagation. From Arrhenius plots, the activation energies for both pit initiation and pit propagation in presence of chloride and sulfate ions are calculated. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1611 / 1618
页数:8
相关论文
共 51 条
[1]   Factors affecting the anodic behaviour of zinc electrode in borate solutions [J].
Abd El Aal, EE .
CORROSION SCIENCE, 2006, 48 (02) :343-360
[2]   On the pitting corrosion currents of zinc by chloride anions [J].
Abd El Aal, EE .
CORROSION SCIENCE, 2004, 46 (01) :37-49
[3]   Measurements of pitting corrosion currents of zinc in near neutral media [J].
Abd El Aal, EE .
CORROSION SCIENCE, 2002, 44 (09) :2041-2053
[4]  
Abd El Haleem S.M., 1986, CORROS PREVEN CONTRO, V33, P151
[5]  
ABDELHALEEM SM, 1979, BRIT CORROS J, V14, P226, DOI 10.1179/000705979798358490
[6]   Chloride threshold dependence of pitting potential of reinforcements [J].
Alonso, C ;
Castellote, M ;
Andrade, C .
ELECTROCHIMICA ACTA, 2002, 47 (21) :3469-3481
[7]   Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar [J].
Alonso, C ;
Andrade, C ;
Castellote, M ;
Castro, P .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (07) :1047-1055
[8]   LABORATORY STUDY ON THE EFFECT OF SULFATE-IONS ON REBAR CORROSION [J].
ALTAYYIB, AJ ;
SOMUAH, SK ;
BOAH, JK ;
LEBLANC, P ;
ALMANA, AI .
CEMENT AND CONCRETE RESEARCH, 1988, 18 (05) :774-782
[9]   On-site measurements of corrosion rate of reinforcements [J].
Andrade, C ;
Alonso, C .
CONSTRUCTION AND BUILDING MATERIALS, 2001, 15 (2-3) :141-145
[10]  
[Anonymous], 1999, ANN BOOK ASTM STAND, V03.01