Cross-Sectional Unification on the Stress-Strain Model of Concrete Subjected to High Passive Confinement by Fiber-Reinforced Polymer

The stress-strain behavior of concrete can be improved by providing a lateral passive confining pressure, such as fiber-reinforced polymer (FRP) wrapping. Many axial stress-strain models have been proposed for FRP-confined concrete columns. However, few models can predict the stress-strain behavior...

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Detalles Bibliográficos
Autores principales: Cao, Yu-Gui, Jiang, Cheng, Wu, Yu-Fei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2016
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6432316/
https://www.ncbi.nlm.nih.gov/pubmed/30979281
http://dx.doi.org/10.3390/polym8050186

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6432316/
https://www.ncbi.nlm.nih.gov/pubmed/30979281
http://dx.doi.org/10.3390/polym8050186

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