Experimental and Theoretical Study on Flexural Behavior of GFRP- and CFRP-Reinforced Concrete Beams after High-Temperature Exposure

In this study, in order to study the flexural behavior of fiber-reinforced polymer (FRP) bars with reinforced concrete beams under static loads after high-temperature exposure, seven pieces of FRP-reinforced concrete beams were subjected to static bending tests and calculation model derivations. Fou...

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Detalles Bibliográficos
Autores principales: Zhao, Jun, Pan, Haojin, Wang, Zike, Li, Guanghui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9572271/
https://www.ncbi.nlm.nih.gov/pubmed/36235949
http://dx.doi.org/10.3390/polym14194002

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9572271/
https://www.ncbi.nlm.nih.gov/pubmed/36235949
http://dx.doi.org/10.3390/polym14194002

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