Structural performance of reinforced concrete beams subjected to combined effects of corrosion and cyclic loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s41024-022-00263-1.pdf
Reference42 articles.
1. ACI Committee 408 (2003) Bond and development of straight reinforcing bars in Tension. Am Concr Inst
2. Tepfers R (1979) Cracking of concrete cover along anchored deformed reinforcing bars. Mag Concr Res 31:3–12. http://www.icevirtuallibrary.com/doi/https://doi.org/10.1680/macr.1979.31.106.3
3. Chen E, Leung CKY (2015) Finite element modeling of concrete cover cracking due to non-uniform steel corrosion. Eng Fract Mech, Elsevier Ltd 134:61–78. https://doi.org/10.1016/j.engfracmech.2014.12.011
4. Jin M, Xu J, Jiang L, Gao G, Chu H, Xiong C et al (2014) Electrochemical characterization of a solid embeddable Ag/AgCl reference electrode for corrosion monitoring in reinforced concrete. Electrochemistry 82:1040–6. http://jlc.jst.go.jp/DN/JST.JSTAGE/electrochemistry/82.
5. Stewart MG (2009) Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams. Struct Saf. Elsevier Ltd 31:19–30. https://doi.org/10.1016/j.strusafe.2007.12.001
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