Balma, J., Darwin, D., Browning, J., & Locke, C. E. (2004). Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report] (Report No. FHWA-KS-02-9). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/38897
Balma, Javier, David Darwin, JoAnn Browning, and Carl E. Locke. Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report]. Report no. FHWA-KS-02-9. Kansas. Dept. of Transportation, 2004. https://rosap.ntl.bts.gov/view/dot/38897.
Balma, Javier, et al. Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report]. Kansas. Dept. of Transportation, 2004, Report no. FHWA-KS-02-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/38897.
Corrosion of reinforcing steel is one of the major durability problems in reinforced concrete structures such as bridges. Corrosion products have a much higher volume than the original steel and force the concrete surrounding the bars to crack and spall. Chlorides applied to the bridges as de-icing salts can penetrate the concrete and cause corrosion. This study focuses on the corrosion-resistance properties of three different microalloyed steels.
Balma, J., Darwin, D., Browning, J., & Locke, C. E. (2004). Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report] (Report No. FHWA-KS-02-9). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/38897
Balma, Javier, David Darwin, JoAnn Browning, and Carl E. Locke. Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report]. Report no. FHWA-KS-02-9. Kansas. Dept. of Transportation, 2004. https://rosap.ntl.bts.gov/view/dot/38897.
Balma, Javier, et al. Evaluation of Corrosion Resistance of Microalloyed Reinforcing Steel [Summary Report]. Kansas. Dept. of Transportation, 2004, Report no. FHWA-KS-02-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/38897.
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