Experimental Study on the Shear Behavior of GFRP-Concrete Composite Beam Connections

Monotonic push-out tests were carried out on 11 specimens having high-strength bolt, T-type perforated plate, or slot-type perforated plate connections to investigate the influence of different connection types on the interface performance of glass fiber reinforced polymer (GFRP)-concrete composite...

Ausführliche Beschreibung

Bibliographische Detailangaben

Veröffentlicht in:	Materials 2020-02, Vol.13 (5), p.1067
Hauptverfasser:	Di, Jin, Cao, Lu, Han, Jiahao
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!