Experimental Assessment and Numerical Modeling of the Bond–Slip Correlation for Steel Rebars in r.c. Members

Refined non-linear static or dynamic analyses are increasingly used to assess the behavior of new and existing reinforced concrete structures. To perform these analyses, an adequate knowledge of the force–displacement, bending moment–curvature, and bending moment–rotation curves of relevant parts of...

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Detalles Bibliográficos
Autores principales: Croce, Pietro, Formichi, Paolo, Landi, Filippo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8839581/
https://www.ncbi.nlm.nih.gov/pubmed/35160892
http://dx.doi.org/10.3390/ma15030951

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8839581/
https://www.ncbi.nlm.nih.gov/pubmed/35160892
http://dx.doi.org/10.3390/ma15030951

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