Interactive Effects of Fly Ash and CNI on Corrosion of Reinforced High-Performance Concrete |
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Authors: | Pedro Montes Theodore W Bremner Francisco Castellanos |
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Affiliation: | (1) Materials and Construction Group, CIIDIR-IPN-Unidad Oaxaca, Oaxaca, México;(2) Department of Civil Engineering, University of New Brunswick, Fredericton, New Brunswick, Canada |
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Abstract: | 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. |
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Keywords: | Calcium Nitrite Corrosion Inhibitor Corrosion Cracked Concrete Fly Ash High Performance Concrete Pitting Corrosion |
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