Theoretical model of correlation between ductility, degree of corrosion, and critical diameter of reinforcing bars under natural degradation-Reference-Cited by-同舟云学术

Theoretical model of correlation between ductility, degree of corrosion, and critical diameter of reinforcing bars under natural degradation

Published:2023-05-11 Issue:1 Volume:8 Page:
ISSN:2365-3159
Container-title:Journal of Building Pathology and Rehabilitation
language:en
Short-container-title:J Build Rehabil

Author:

Reichert Thiago Alessi,Balestra Carlos Eduardo Tino,Pansera Wagner Alessandro,Balestra Daniele Alves Oliveira,Savaris Gustavo

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s41024-023-00285-3.pdf

Reference28 articles.

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2. American Society for Testing and Materials (2003) ASTM G1: standard practice for preparing, cleaning, and evaluating corrosion test. American Society for Testing and Materials, Pennsylvania

3. Angst U, Elsener B, Larsen CK, Vennesland Ø (2009) Critical chloride content in reinforced concrete - a review. Cem Concr Res 39(12):1122–1138. https://doi.org/10.1016/j.cemconres.2009.08.006

4. Anterrieu O, Giroux B, Gloaguen E, Carde C (2019) Non-destructive data assimilation as a tool to diagnose corrosion rate in reinforced concrete structures. J Build Eng 23:193–206. https://doi.org/10.1016/j.jobe.2019.01.033

5. Apostolopoulos CA (2009) The influence of corrosion and cross-section diameter on the mechanical properties of B500c steel. J Mater Eng Perform 18:190–195. https://doi.org/10.1007/s11665-008-9281-x