Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams

International Journal of Concrete Structures and Materials

Table 2 Details of testing procedures

	Compressive test	Four-point bending test	Cross-sectional SF area analysis
Standards	AS1012.9:2004	ASTM E72 – 15	N/A
Apparatus Used	Tecnotest KE300/CE	Nstron 5569A and MTS Exceed E45	Diamond Cutter/ High resolution Digital Camera
Loading Rate	N/A	0.5 mm/min (0% SF) and 0.75 mm/min (with SF)	N/A
Sample Tested	Cylinder	Beam	Beam
No. Sample Tested	24	12	2
Data obtained	Compressive strength	Flexural Strength and force–displacement Curve	6 cross sections SF distribution profile on cross sections