A Design Method to Induce Ductile Failure of Flexural Strengthened One-Way Reinforced Concrete Slabs

Strengthening existing reinforced concrete (RC) slabs using externally bonded materials is increasingly popular due to its adaptability and versatility. Nevertheless, ductility reduction of the rehabilitated flexural members with these materials can lead to brittle shear failure. Therefore, a new ap...

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Detalles Bibliográficos
Autores principales: Nguyen, Huy Q., Nguyen, Tri N. M., Lee, Do Hyung, Kim, Jung J.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8705598/
https://www.ncbi.nlm.nih.gov/pubmed/34947244
http://dx.doi.org/10.3390/ma14247647

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8705598/
https://www.ncbi.nlm.nih.gov/pubmed/34947244
http://dx.doi.org/10.3390/ma14247647

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