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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...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2021
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| Materias: | |
| 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 |