Performance evaluation of innovative self-healing corrosion protection coatings for prestressing strands

This study presents the design and experimental evaluation of advanced corrosion protection coatings for application on prestressing strands which are the core constituents of prestressed concrete structures such as bridges. Variety of self-heal coatings embodying corrective and protective phenomena in response to the degrading effects of corrosion have been designed and tested in simulated aggressive weathering conditions. Standard 7-wire prestressing strands coated with self-heal epoxy, self-heal toughened epoxy and hybrid epoxy coating systems were subjected to salt fog spray up to a duration of 2500 h, and 3M CalCl<sub>2</sub>, 3M NaOH, saturated Ca(OH)<sub>2</sub> solutions and distilled water up to 45 days duration. Furthermore, rust creepage of the coated prestressing strands was measured after extended exposure to aggressive corrosive environment. Bond strength of the self-heal epoxy coated prestressing strands was evaluated through pullout test using high-strength concrete. Significant improvement in corrosion resistance, hydrolytic stability, marked reduction in rust creepage, and improved bond strength, brought about by the innovative self-heal epoxy coatings were recorded in laboratory tests. Furthermore, electrochemical impedance spectroscopy (EIS) data proved excellent corrosion protection qualities of self-healing coatings. The ATR-FTIR spectra of various self-heal epoxy coating systems and optic microscopic images of the coatings further verified these findings.

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Publication Details

Journal
Heliyon
Published
2024-11-23
DOI
https://doi.org/10.1016/j.heliyon.2024.e40681
Citations
3
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
0.78

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article

Performance evaluation of innovative self-healing corrosion protection coatings for prestressing strands

Kadhim Alamara, Anagi M. Balachandra, Tewodros Ghebrab, Parviz Soroushian et al.
3 citations
Heliyon
Concrete Corrosion and Durability
0.78
article

Performance evaluation of innovative self-healing corrosion protection coatings for prestressing strands

Kadhim Alamara, Anagi M. Balachandra, Tewodros Ghebrab, Parviz Soroushian, Roz‐Ud‐Din Nassar
article en
3 citations

Abstract

This study presents the design and experimental evaluation of advanced corrosion protection coatings for application on prestressing strands which are the core constituents of prestressed concrete structures such as bridges. Variety of self-heal coatings embodying corrective and protective phenomena in response to the degrading effects of corrosion have been designed and tested in simulated aggressive weathering conditions. Standard 7-wire prestressing strands coated with self-heal epoxy, self-heal toughened epoxy and hybrid epoxy coating systems were subjected to salt fog spray up to a duration of 2500 h, and 3M CalCl<sub>2</sub>, 3M NaOH, saturated Ca(OH)<sub>2</sub> solutions and distilled water up to 45 days duration. Furthermore, rust creepage of the coated prestressing strands was measured after extended exposure to aggressive corrosive environment. Bond strength of the self-heal epoxy coated prestressing strands was evaluated through pullout test using high-strength concrete. Significant improvement in corrosion resistance, hydrolytic stability, marked reduction in rust creepage, and improved bond strength, brought about by the innovative self-heal epoxy coatings were recorded in laboratory tests. Furthermore, electrochemical impedance spectroscopy (EIS) data proved excellent corrosion protection qualities of self-healing coatings. The ATR-FTIR spectra of various self-heal epoxy coating systems and optic microscopic images of the coatings further verified these findings.

HeliyonVol. 10(23)
Texas Tech University (US), University of Michigan (US), American University of Ras Al Khaimah (AE), Liwa University (AE), Michigan State University (US)
U.S. Department of Transportation
Openalex Percentile: Top 29%
Concrete Corrosion and Durability
0.78
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