Effect of concrete cover thickness and main reinforcement ratio on flexural behavior of RC beams strengthened by NSM-GFRP bars

Experimental and numerical programs were conducted to investigate the effect of concrete cover and area of main steel reinforcement on the flexural behavior of strengthened RC beams by near-surface mounted glass fiber reinforced polymeric (NSM GFRP) bars of different lengths. Nine beams divided into...

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Auteurs principaux:	Hesham EL-Emam, Alaa El-Sisi, Ramy Reda, Mohamed Seleem, Mohamed Bneni
Format:	Artigo
Langue:	Inglês
Publié:	Gruppo Italiano Frattura 2020-04-01
Collection:	Fracture and Structural Integrity
Sujets:	near surface mounted flexural strengthening concrete cover separation fe models
Accès en ligne:	https://www.fracturae.com/index.php/fis/article/view/2719/2961
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