Study on Bond-Slip Behavior between Seawater Sea-Sand Concrete and Carbon Fiber-Reinforced Polymer (CFRP) Bars with Different Surface Shapes

The application of CFRP bar and seawater sea-sand concrete (SSSC) in construction can overcome the shortcomings in conventional reinforced concrete, such as corrosion induced by carbonation and chloride ingress. In this study, the bond-slip behavior between an SSSC cube and CFRP bar has been investi...

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Detalles Bibliográficos
Autores principales: Gao, Jing, Xu, Penghai, Fan, Lingyun, Terrasi, Giovanni Pietro
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9269002/
https://www.ncbi.nlm.nih.gov/pubmed/35808733
http://dx.doi.org/10.3390/polym14132689

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9269002/
https://www.ncbi.nlm.nih.gov/pubmed/35808733
http://dx.doi.org/10.3390/polym14132689

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