Experimental study of corrosion-caused corner cracking using digital image correlation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1617/s11527-022-01968-y.pdf
Reference69 articles.
1. Su RKL, Zhang Y (2015) A double-cylinder model incorporating confinement effects for the analysis of corrosion-caused cover cracking in reinforced concrete structures. Corros Sci 99:205–218. https://doi.org/10.1016/j.corsci.2015.07.009
2. Chen E, Berrocal CG, Löfgren I, Lundgren K (2020) Correlation between concrete cracks and corrosion characteristics of steel reinforcement in pre-cracked plain and fibre-reinforced concrete beams. Mater Struct. https://doi.org/10.1617/s11527-020-01466-z
3. Zhang X, Zhao Y, Bernal SA (2021) Applicability discussion for multi-peak Gaussian model of corrosion layer at steel/concrete interfaces. Mater Struct. https://doi.org/10.1617/s11527-021-01651-8
4. Sola E, Ožbolt J, Balabanić G, Mir ZM (2019) Experimental and numerical study of accelerated corrosion of steel reinforcement in concrete: transport of corrosion products. Cem Concr Res 120:119–131. https://doi.org/10.1016/j.cemconres.2019.03.018
5. Sun H, Liu S, Cao K, Yu D, Memon SA, Liu W, Zhang X, Xing F, Zhao D (2021) Degradation mechanism of cement mortar exposed to combined sulfate–chloride attack under cyclic wetting–drying condition. Mater Struct. https://doi.org/10.1617/s11527-021-01734-6
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