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Updated: May 10, 2025

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
Published on: August 31, 2017
Influence of Corrosion-Inhibiting Monolayers on the Bond Strength and Durability of Reinforced Concrete Structures
Pablo Monzón-Bello1, Roberto Vengut-Tro2, Juan Soto-Camino2
1Department of Architectural Construction, Universitat Politècnica de València, Camino de Vera s/n, E-46022 Valencia, Spain.
Abstract:
Corrosion protection in reinforced concrete structures exposed to aggressive environments remains a critical challenge in civil and architectural engineering. One promising approach involves the application of corrosion-inhibiting monolayers on the reinforcement, such as those formed using 4-aminobenzoic acid. Two methods have previously been employed to generate these monolayers: one relying on the adhesion of an organic compound and the other utilising an externally modified approach via electrolysis. This study assesses the influence of this treatment on the steel-concrete bond strength and durability, both critical properties for the structural performance of reinforced concrete under service conditions. For this purpose, pull-out tests were performed on specimens subjected to load-unload cycles to analyse bond behaviour and monolayer integrity. The results indicate that these treatments do not adversely affect the bond strength between reinforcement and concrete. Furthermore, the rebars treated with the inhibitor exhibit less corrosion damage than the untreated rebars. This fact is particularly significant in the rebars treated using the natural adhesion method, with the steel section loss being 32-37% lower than in the untreated rebars. These findings support the feasibility of applying this treatment without compromising structural functionality.
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