A Prediction Model of the Concrete Cracking Induced by the Non-Uniform Corrosion of the Steel Reinforcement

This paper investigates the influence of non-uniform corrosion in the transversal direction of the steel reinforcement on the cracking propagation of the concrete cover. An analytical model is proposed for the prediction of the corrosion-induced cracking performance. Both the thick cylinder theory o...

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Detalles Bibliográficos
Autores principales: ZHU, Wenjun, YU, Kequan, XU, Yude, ZHANG, Kai, CAI, Xiaopei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7078774/
https://www.ncbi.nlm.nih.gov/pubmed/32059527
http://dx.doi.org/10.3390/ma13040830

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7078774/
https://www.ncbi.nlm.nih.gov/pubmed/32059527
http://dx.doi.org/10.3390/ma13040830

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