Performance of steel fiber-reinforced concrete corbels without secondary reinforcement

Five reinforced concrete corbels were tested considering four volume ratios of steel fiber (0.5, 1.0, 1.5, and 2.0%) keeping shear span to depth ratio (a/d) constant equals 0.7. The results revealed that the load capacity increased with increasing fiber volume content and the mode of failure changed...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Attiya, Muhammad Abed, Kamonna, Hayder Husain
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Ductility tests Fiber volume fraction Reinforcing steels Shear Steel fiber reinforced concretes Steel fibers Supports
Online-Zugang:	Volltext
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