TY - JOUR
T1 - Interactive effects of fly ash and CNI on corrosion of reinforced high-performance concrete
AU - Montes, Pedro
AU - Bremner, Theodore W.
AU - Castellanos, Francisco
N1 - Funding Information:
Acknowledgements The support of the Natural Science and Engineering Research Council of Canada(NSERC) and the Instituto Politécnico Nacional of Mexico (IPN) and CIIDIR-IPN-Oaxaca is gratefully acknowledged.
PY - 2006/3
Y1 - 2006/3
N2 - The interactive effects of fly ash and CNI in corrosion of reinforced concrete were investigated. A 34 full factorial design was developed considering water to cement ratio, fly ash percent, CNI and cracked condition as factors. The response factors were the weight loss calculated from Linear Polarization Resistance measurements and the pit depth of the steel bars embedded in concrete. Small-scale concrete slabs containing steel reinforcement with a cover depth of 20 mm were cast for this purpose. The slabs were subjected to a simulated marine environment with two cycles of wetting and drying per day during one year; after the exposure, the slabs were broken, the bars were cleaned and the pith depth measured by using SEM. Under the studied conditions, it was found that CNI alone does not provide corrosion protection of the steel reinforcement even for uncracked silica fume concrete in a 0.45 w/c ratio; however, the combination of CNI and fly ash can be useful to overcome this problem. The results indicate that low w/c ratio concrete in its crack state creates conditions suitable for the development of pitting corrosion.
AB - The interactive effects of fly ash and CNI in corrosion of reinforced concrete were investigated. A 34 full factorial design was developed considering water to cement ratio, fly ash percent, CNI and cracked condition as factors. The response factors were the weight loss calculated from Linear Polarization Resistance measurements and the pit depth of the steel bars embedded in concrete. Small-scale concrete slabs containing steel reinforcement with a cover depth of 20 mm were cast for this purpose. The slabs were subjected to a simulated marine environment with two cycles of wetting and drying per day during one year; after the exposure, the slabs were broken, the bars were cleaned and the pith depth measured by using SEM. Under the studied conditions, it was found that CNI alone does not provide corrosion protection of the steel reinforcement even for uncracked silica fume concrete in a 0.45 w/c ratio; however, the combination of CNI and fly ash can be useful to overcome this problem. The results indicate that low w/c ratio concrete in its crack state creates conditions suitable for the development of pitting corrosion.
KW - Calcium Nitrite Corrosion Inhibitor
KW - Corrosion
KW - Cracked Concrete
KW - Fly Ash
KW - High Performance Concrete
KW - Pitting Corrosion
UR - http://www.scopus.com/inward/record.url?scp=33745489488&partnerID=8YFLogxK
U2 - 10.1617/s11527-005-9026-3
DO - 10.1617/s11527-005-9026-3
M3 - Artículo
SN - 1359-5997
VL - 39
SP - 201
EP - 210
JO - Materials and Structures/Materiaux et Constructions
JF - Materials and Structures/Materiaux et Constructions
IS - 2
ER -