Abstract
The inhibiting effect of Gum Arabic-nanoparticles (GA-NPs) to control the corrosion of reinforced concrete that exposed to carbon dioxide environment for 180 days has been investigated. The steel reinforcement of concrete in presence and absence of GA-NPs were examined using various standard techniques. The physical/surface changes of steel reinforcement was screened using weight loss measurement, electrochemical impedance spectroscopy (EIS), atomic force microscopy and scanning electron microscopy (SEM). In addition, the carbonation resistance of concrete as well screened using visual inspection (carbonation depth), concrete alkalinity (pH), thermogravimetric analysis (TGA), SEM, energy-dispersive X-ray spectroscopy (EDX) and X-ray diffraction (XRD). The GA-NPs inhibitor size was also confirmed by transmission electron microscopy (TEM). The results obtained revealed that incorporation of 3% GA-NPs inhibitor into concrete inhibited the corrosion process via adsorption of inhibitor molecules over the steel reinforcement surface resulting of a protective layer formation. Thus, the inhibition efficiency was found to increase up-to 94.5% with decreasing corrosion rate up-to 0.57 × 10−3 mm/year. Besides, the results also make evident the presence of GA-NPs inhibitor, ascribed to the consumption of calcium hydroxide, and reduced the Ca/Si to 3.72% and 0.69% respectively. Hence, C-S-H gel was developed and pH was increased by 9.27% and 12.5, respectively. It can be concluded that green GA-NPs have significant corrosion inhibition potential and improve the carbonation resistance of the concrete matrix to acquire durable reinforced concrete structures.
Highlights
The design of concrete structure must have durability, safety, aesthetics and serviceability for entire life duration
Kim et al [93] observed that the increasing of w/c ratio of concrete causes increasing in concrete porosity, diffusion of carbon dioxide gas average surface roughness was reduced to 546.6 nm with an improvement of 75% with respect to control steel reinforcement
The impact of the developed green gum Arabic inhibitor upon the behaviour of reinforced concrete exposed to carbonation for 180 days was investigated
Summary
The design of concrete structure must have durability, safety, aesthetics and serviceability for entire life duration. In the global construction industry, the major apprehension about reinforced concrete structure is its early deterioration as a result of corrosion of the reinforcement [2,3]. Amongst the most corrosive factors, concrete carbonation is one of the significant reasons that have a negative impact on the concrete’s durability. This process takes place when the CO2 gas dissolved in water or from the atmosphere is reacting with free hydroxides, which are mainly made up of Ca(OH) (calcium hydroxide) in concrete, to develop calcium carbonate [5,6]. The carbonation process occurs by the following stages: (i) diffusion of CO2 into the concrete, (ii) reaction of the CO2 with Ca(OH) (calcium hydroxide) in the presence of moisture, (iii) a reduction in pH from around 12.5 to 8.0 and (iv) de-passivation of the steel at this lowered pH
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