Empirical shear based model for predicting plate end debonding in FRP strengthened RC beams

This paper presents the development of a simplified model for predicting plate end (PE) debonding capacity of reinforced concrete (RC) beams flexurally strengthened using fiber reinforced polymers (FRP). The proposed model is based on the concrete shear strength of the beams considering main paramet...

Ausführliche Beschreibung

Bibliografische Detailangaben

Hauptverfasser:	Ahmed K. El-Sayed, Mohammed A. Al-Saawani, Abdulaziz I. Al-Negheimish
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Vilnius Gediminas Technical University 2021-02-01
Schriftenreihe:	Journal of Civil Engineering and Management
Schlagworte:	beams concrete fiber-reinforced polymer plate-end debonding prediction model strengthening
Online-Zugang:	https://www.tede.vgtu.lt/index.php/JCEM/article/view/14304
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