Laboratory procedure for obtaining chloride profiles from concrete structures cores: a mathematical approach
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/s41024-023-00286-2.pdf
Reference23 articles.
1. 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
2. Balestra CET, Lima MG, Medeiros-Junior RA, Monteiro AJAE (2017) Parâmetros ambientais e materiais que afetam a penetração de cloretos em estruturas de concreto—estudo de caso da Ilha dos Arvoredos. Rev Eletrônica Eng Civil 13(1):270–282. https://doi.org/10.5216/reec.v13i1.43054
3. Balestra CET, Lima MG, Silva AR, Medeiros-Junior RA (2016) Corrosion degree effect on nominal and effective strengths of naturally corroded reinforcement. J Mater Civil Eng 28(10):04016103. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001599
4. Balestra CET, Reichert TA, Pansera WA, Savaris G (2019) Chloride profile modeling contemplating the convection zone based on concrete structures present for more than 40 years in different marine aggressive zones. Constr Build Mater 198:345–358. https://doi.org/10.1016/j.conbuildmat.2018.11.271
5. Balestra CET, Reichert TA, Savaris G (2019) Contribution for durability studies based on chloride profiles analysis of real marine structures in different marine aggressive zones. Constr Build Mater 206:140–150. https://doi.org/10.1016/j.conbuildmat.2019.02.067
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