Corrosion resistance of steel bars in concrete when mixed with aerobic microorganisms

Corrosion resistance of steel bars in concrete when mixed with aerobic microorganisms
A schematic image of ingress of oxygen into the pore structure and reduction of dissolved oxygen by aerobic microorganisms in pore solution. Credit: Ehime University

Dissolved oxygen in pore solution is often a controlling factor determining the rate of the corrosion process of steel bars in concrete. This study reports on the corrosion resistance and polarization properties of steel bars in a mortar specimen mixed with aerobic microorganisms. The addition of the microorganisms in mortar mixtures led to higher corrosion resistance, which was confirmed by the reduced rate of oxygen permeability, based on cathodic polarization properties.

This study reports on a novel method for enhancing via reduced availability of dissolved in the cathodic reactions which could be obtained through metabolic processes of aerobic Bacillus subtilis natto in the presence of organic carbon sources. In addition, the approach is beneficial in facilitating the formation of calcium carbonate which seals cracks accompanied by the self-healing of concrete.

Corrosion of steel bars in concrete leads to a decrease in the durability of reinforced concrete. The corrosion processes can be explained by electro- taking place in anodic and cathodic regions. The latter reaction requires oxygen and water, which is an electrolyte that can support the flow of electrons.

Dissolved oxygen in pore solution is often a controlling factor determining the rate of the corrosion process of steel bars in concrete. The properties are essentially associated with the permeability of dissolved oxygen in the pore solution. This could be affected by the metabolic activities of aerobic Bacillus subtilis natto mixed in cementitious mixtures. Bacillus subtilis natto is resistant to unfavorable environmental conditions, including salinity and extreme pH, through the formation of an endospore at times of nutritional stress until conditions become favorable.

Electro-chemical measurements were carried out to examine the corrosion processes by the AC impedance method, half-cell potential measurements, and macrocell corrosion measurements using zero-resistance ammeters. Cathodic polarization curves were measured at 28 and 91 days before and after the specimens were exposed to chloride induced corrosion tests through dry and wet cycles.

The results indicate that the rate of oxygen permeability inferred based on limiting current density is substantially lower in the case of mortar specimens mixed with the Bacillus subtilis natto. This can be explained by the fact that the dissolved oxygen is consumed by the oxidation of organic matter, a process initially catalyzed by Bacillus subtilis natto present in mortar mixtures during the monitoring periods. Based on the results obtained, the addition of a culture solution containing Bacillus subtilis natto reacting with dissolved oxygen resulted in higher resistance against corrosion processes, which was confirmed by the results of half-cell potential and microcell and macrocell corrosion current density. There is a strong possibility that the reduced dissolved oxygen in the pore solution through the aerobic processes could enhance resistance in cracked mortar specimens.


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More information: K. Kawaai et al. Corrosion resistance of steel bars in mortar mixtures mixed with organic matter, microbial or other, Cement and Concrete Research (2019). DOI: 10.1016/j.cemconres.2019.105822
Provided by Ehime University
Citation: Corrosion resistance of steel bars in concrete when mixed with aerobic microorganisms (2019, September 20) retrieved 17 October 2019 from https://phys.org/news/2019-09-corrosion-resistance-steel-bars-concrete.html
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