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Static and Dynamic Stiffness of Reinforced Concrete Beams Strengthened with Externally Bonded CFRP Strips

This paper presents experimental investigations of reinforced concrete (RC) beams flexurally strengthened with carbon fiber reinforced polymer (CFRP) strips. Seven 3300 mm × 250 mm × 150 mm beams of the same design, with the tension reinforcement ratio of 1.01%, were tested. The beams differed in th...

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Detalles Bibliográficos
Autores principales:	Musiał, Michał, Trapko, Tomasz, Grosel, Jacek
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2021
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7918458/ https://www.ncbi.nlm.nih.gov/pubmed/33672965 http://dx.doi.org/10.3390/ma14040910

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