Uniform and Local Corrosion Characterization and Modeling Framework for Long-Term Exposure of Different Rebars Used for RC Elements in the Presence of Chloride Conditions

Author:

Narayanan Deeparekha,Lu Yi,Okeil Ayman,Castaneda Homero

Publisher

Springer International Publishing

Reference11 articles.

1. Tuutti K (1982) Corrosion of Steel in Concrete. Swedish Cement and Concrete Research Institute, Stockholm

2. González JA, Andrade C, Alonso C, Feliu S (1995) Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement. Cem Concr Res 25:257–264

3. Stewart MG (2004) Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure. Struct Saf 26:453–470

4. Darmawan MS (2004) Spatial Variability of Pitting Corrosion and Its Effect on the Strength and Reliability of Prestressing Wires and Strands/M. Sigit Darmawan and Mark G. Stewart, Research report (University of Newcastle (N.S.W.). Centre for Infrastructure Performance and Reliability) ; No. 24 6.05.2004. Centre for Infrastructure Performance and Reliability, University of Newcastle, Callaghan, N.S.W.

5. ASTM G1–03(2017) e1 (2017) Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens. ASTM International, West Conshohocken

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