Finite Element Modelling of Corrosion-Damaged RC Beams Strengthened Using the UHPC Layers

This paper describes a study on finite element modeling (FEM) carried out on the ABAQUS platform for the prediction of flexural strength of corrosion-damaged reinforced concrete (RC) beams strengthened using layers of ultra-high-performance concrete (UHPC). Considering different combinations of the...

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Detalles Bibliográficos
Autores principales: Al-Huri, Mohammed A., Al-Osta, Mohammed A., Ahmad, Shamsad
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9658251/
https://www.ncbi.nlm.nih.gov/pubmed/36363197
http://dx.doi.org/10.3390/ma15217606

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9658251/
https://www.ncbi.nlm.nih.gov/pubmed/36363197
http://dx.doi.org/10.3390/ma15217606

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