Structural Life-Cycle Cost Analysis for Variations of Flexural Capacity in RC Beams with Corroded Rebars

This paper presents an approach for evaluating structural resistance degenerate due to reinforcement corrosion and for predicting future structural performance during the service life of the deteriorating reinforced concrete beams due to corrosive environments. a finite element method is adopted for...

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Autores principales: Fatemeh Aslani, Mehdi Dehestani
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/b9374e2992f7437ba5b3d03197dd21dd
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