Abstract

Enamel coating is a novel type of coating for the corrosion protection of reinforcement in concrete. Recently, improved enamel coating was achieved using low-temperature sintering. This study aims to investigate the effect of coating cycles on the microstructure, adhesion, and corrosion resistance of a lower temperature sintered enamel coating. Enamel coated steel bars with single, double, and triple coatings (SC, DC, and TC, respectively) and uncoated (UC) steel bars were prepared. X-ray diffraction (XRD), scanning electron microscope (SEM), energy dispersive X-ray (EDX) spectroscopy, and pull-off and salt spray tests were performed. The results showed that both the DC and TC had fewer defects and exhibited excellent corrosion resistance compared with that of the SC. However, the transition layer formed at the enamel/steel interface for the DC and TC steel bars weakened the coating adhesion. The related corrosion mechanism was illustrated based on two different corrosion modes: corrosion that occurred at holes (COH) and corrosion that occurred at microcracks (COM).

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to thank Zhenwen Xu for assistance in the experimental preparation part and Yu Peng in the microstructural observation part of this study. In addition, the authors appreciate the financial support from the National Science Foundation of China (Nos. 51522905, 51778570, and 51879230) and the Zhejiang Provincial Natural Science Foundation of China (No. LR15E090001).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 9September 2020

History

Received: Sep 24, 2019
Accepted: Mar 2, 2020
Published online: Jun 30, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 30, 2020

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Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0003-2522-3342. Email: [email protected]
Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Zhihao Huang [email protected]
M.S. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Fujian Tang, Ph.D., M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
M.S. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Jiahua Deng [email protected]
M.S. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Yi Liu, Ph.D. [email protected]
Professor, School of Materials Science and Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]

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