Comparative Flexural Toughness Evaluation of Steel Fibre-Reinforced Concrete

A comparative appraisal of the protocols recommended in the ASTM and Japanese standards for evaluation of flexural toughness of three concrete grades reinforced with steel hooked-end fibres is presented. Target 28-day cube compressive strengths of the three concrete grades were 25 MPa, 35 MPa and 45...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Journal of the Institution of Engineers (India). Series A, Civil, architectural, environmental and agricultural Engineering Civil, architectural, environmental and agricultural Engineering, 2020-12, Vol.101 (4), p.619-629
Hauptverfasser:	Manohar, Swathy, Waseem, Shakeel Ahmad, Singh, Bhupinder
Format:	Artikel
Sprache:	eng
Schlagworte:	Aspect ratio Bend tests Civil Engineering Comparative studies Deflection Engineering Equivalence Flexural strength Original Contribution Parameters Peak load Reinforced concrete Reinforcing steels Residual strength Steel fiber reinforced concretes Steel fibers Toughness
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!