Size Effect in FRP Shear-Strengthened RC Beams: Design Models versus Experimental Data

Numerous studies on the size effect have been devoted to reinforced concrete (RC) beams. They have shown that increasing the beam size leads to a decrease in ultimate shear strength (stress) at failure. This is reflected in the design model of most current international codes and guidelines, where t...

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Principais autores:	Zine El Abidine Benzeguir, Omar Chaallal
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2021-10-01
coleção:	CivilEng
Assuntos:	size effect reinforced concrete beams shear strengthening externally bonded FRP codes
Acesso em linha:	https://www.mdpi.com/2673-4109/2/4/47
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