Half-Cell Potential as an Indicator of Chloride-Induced Rebar Corrosion Initiation in RC

被引:43
作者
Pradhan, Bulu [2 ]
Bhattacharjee, B. [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, New Delhi 110016, India
[2] Indian Inst Technol, Dept Civil Engn, Gauhati 781039, India
关键词
REINFORCING STEEL; THRESHOLD CHLORIDE; CONCRETE;
D O I
10.1061/(ASCE)0899-1561(2009)21:10(543)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The results of an experimental study conducted on specimens similar to ASTM G109 made with different types of cement and steel, and varying water/cement (w/c) ratios are reported in this paper. A portion of the top surface of the specimens was subjected to an exposure to 3% sodium chloride solution followed by an exposure to air, in cycles, for a large number of repetitions. Half-cell potential measurements were carried out periodically at the beginning of every exposure to chloride solution and also just prior to exposure to air, until a sudden drop in the potential was noticed. The average half-cell potential value of top steel bar, after sudden drop, is observed to be nearly the same, irrespective of steel, cement, and w/c ratio. However, corresponding free and total chloride concentrations, just after the preceding sudden drop, varied with experimental factors. The aforementioned sudden drop is also accompanied by reversal in the direction of current between top and bottom steel bars, indicated by a sign change in the potential difference. Thus, it is demonstrated that half-cell potential is a stable indicator of rebar corrosion initiation.
引用
收藏
页码:543 / 552
页数:10
相关论文
共 19 条
[1]   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
[2]  
ASTM, 2005, G109 ASTM
[3]  
ASTM, 1999, ASTM Standard C-876
[4]  
BAESSLER R, 2001, BRITE EURAM PROJECT
[5]   Long-term effect of sulfate ions and associated cation type on chloride-induced reinforcement corrosion in Portland cement concretes [J].
Dehwah, HAF ;
Maslehuddin, M ;
Austin, SA .
CEMENT & CONCRETE COMPOSITES, 2002, 24 (01) :17-25
[6]   Corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environments in the micropores of concrete in the propagation period [J].
Garcés, A ;
Andrade, MC ;
Saez, A ;
Alonso, MC .
CORROSION SCIENCE, 2005, 47 (02) :289-306
[7]   The presentation of the chloride threshold level for corrosion of steel in concrete [J].
Glass, GK ;
Buenfeld, NR .
CORROSION SCIENCE, 1997, 39 (05) :1001-1013
[8]  
HOPE BB, 1987, ACI MATER J, V84, P306
[9]   FACTORS AFFECTING THRESHOLD CHLORIDE FOR REINFORCEMENT CORROSION IN CONCRETE [J].
HUSSAIN, SE ;
RASHEEDUZZAFAR ;
ALMUSALLAM, A ;
ALGAHTANI, AS .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (07) :1543-1555
[10]   Potentiostatic study of reinforcing steel in chloride contaminated concrete powder solution extracts [J].
Kapat, Chetan ;
Pradhan, Bulu ;
Bhattacharjee, B. .
CORROSION SCIENCE, 2006, 48 (07) :1757-1769