Flexural Performance of RC Beams Strengthened with Externally-Side Bonded Reinforcement (E-SBR) Technique Using CFRP Composites

Reinforced concrete (RC) structures necessitate strengthening for various reasons. These include ageing, deterioration of materials due to environmental effects, trivial initial design and construction, deficiency of maintenance, the advancement of design loads, and functional changes. RC structures...

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Detalles Bibliográficos
Autores principales: Hosen, Md. Akter, Althoey, Fadi, Jumaat, Mohd Zamin, Alengaram, U. Johnson, Sulong, N. H. Ramli
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8197534/
https://www.ncbi.nlm.nih.gov/pubmed/34070373
http://dx.doi.org/10.3390/ma14112809

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8197534/
https://www.ncbi.nlm.nih.gov/pubmed/34070373
http://dx.doi.org/10.3390/ma14112809

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