2021
DOI: 10.1016/j.conbuildmat.2020.121011
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The effect of organic core–shell corrosion inhibitors on corrosion performance of the reinforcement in simulated concrete pore solution

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Cited by 35 publications
(7 citation statements)
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“…From Figures 1 and 2, the polarization curve of the specimen without inhibitor at 50 O C has the lowest potential value and the highest current. Therefore, the greatest corrosion rate is specimen without inhibitor at 50 O C. In this study, the electrochemical corrosion parameters such as corrosion potential (Ecorr) and corrosion current densities (Icorr) were automatically calculated based on Butler-Volmer and Tafel equations [9]. Tafel slope analysis and fitting of the polarization curves were performed using Echem analyst software to obtain the corrosion rate of API 5L carbon steel.…”
Section: Polarization Test Resultsmentioning
confidence: 99%
“…From Figures 1 and 2, the polarization curve of the specimen without inhibitor at 50 O C has the lowest potential value and the highest current. Therefore, the greatest corrosion rate is specimen without inhibitor at 50 O C. In this study, the electrochemical corrosion parameters such as corrosion potential (Ecorr) and corrosion current densities (Icorr) were automatically calculated based on Butler-Volmer and Tafel equations [9]. Tafel slope analysis and fitting of the polarization curves were performed using Echem analyst software to obtain the corrosion rate of API 5L carbon steel.…”
Section: Polarization Test Resultsmentioning
confidence: 99%
“…In many applications that require nanostructured particles to impart specialized properties such as superhydrophobicity [27], lubrication [28], corrosion resistance [29], etc., core-shell particles are used to stabilize the nanoparticles and prevent aggregation. Thus, while the core-shell structure in itself does not contribute to the property sought, it plays a supporting role.…”
Section: Synthesis Of Core-shell Particlesmentioning
confidence: 99%
“…However, when harmful media (carbon dioxide, chloride, sulfate, etc.) penetrate into the concrete, the internal environment pH drops and the passive film of the steel rebar may be damaged [ 4 , 5 ], resulting in corrosion of the steel rebar. Rust volume may be five times larger than that of un-corroded steel, so internal cracks may occur.…”
Section: Introductionmentioning
confidence: 99%