Reinforcing steel passivation in mortar and pore solution

被引:284
作者
Poursaee, A. [1 ]
Hansson, C. M. [1 ]
机构
[1] Univ Waterloo, Dept Mech Engn, Waterloo, ON N2L 3G1, Canada
关键词
corrosion; mortar; passivation time; pore solution; CORROSION; IRON;
D O I
10.1016/j.cemconres.2007.04.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Under field conditions, steel is embedded in concrete for a long period of time before chlorides penetrate. In studying the corrosion behaviour of steel in concrete, mortar or in simulated pore solution, it is essential to allow enough time for the steel to create a passive layer which is the subject of this study. This time is given to steel in chloride free concrete, naturally; while it should be provided to steel in synthetic pore solution, before adding chloride to the solution. For determining this time, samples were made with steel with different surface conditions: as-received with mill scales and sand-blasted. One set of steel bars (as-received and sand-blasted) were embedded in mortar and one set were immersed in synthetic pore solution. Corrosion of each steel bar was monitored every hour by LPR technique for total time of 300 h. Also, half-cell potential of steel bars was measured during that time. Results show that steel needs to be kept at least three days in synthetic pore solution and seven days in mortar to be passivated. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1127 / 1133
页数:7
相关论文
共 20 条
[1]  
Andrade C., 1995, Materials Science Forum, V192-194, P891, DOI 10.4028/www.scientific.net/MSF.192-194.891
[2]  
[Anonymous], 1999, C87691 ASTM, P446
[3]  
Balasubramaniam R, 2003, CURR SCI INDIA, V85, P1546
[4]   DIELECTRIC-PROPERTIES OF PORTLAND-CEMENT PASTE AS A FUNCTION OF TIME SINCE MIXING [J].
CAMP, PR ;
BILOTTA, S .
JOURNAL OF APPLIED PHYSICS, 1989, 66 (12) :6007-6013
[5]   Corrosion of iron under alternating wet and dry conditions [J].
Dunn, DS ;
Bogart, MB ;
Brossia, CS ;
Cragnolino, GA .
CORROSION, 2000, 56 (05) :470-481
[6]   AN INVESTIGATION OF PHASE-TRANSITIONS IN RUST LAYERS USING RAMAN-SPECTROSCOPY [J].
DUNNWALD, J ;
OTTO, A .
CORROSION SCIENCE, 1989, 29 (09) :1167-1176
[7]  
FLIS J, 1996, J ELECTROCHEMICAL SO, V143, P8
[8]   A rapid cyclic voltammetric method for studying cement factors affecting the corrosion of reinforced concrete [J].
Foulkes, FR ;
McGrath, P .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (06) :873-883
[9]   SYNTHETIC CONCRETE PORE SOLUTION CHEMISTRY AND REBAR CORROSION RATE IN THE PRESENCE OF CHLORIDES [J].
GONI, S ;
ANDRADE, C .
CEMENT AND CONCRETE RESEARCH, 1990, 20 (04) :525-539
[10]  
Greener J, 2000, J AM CERAM SOC, V83, P623