Table 1.

Material properties and dimensions for moment-curvature response.

Beam parameters	SFRC Beam
Steel fiber volume (%)	0	0.5	0.75	1.5
Cross-section ($B\times D$) (mm2)	$150\times 250$	$150\times 250$	$150\times 250$	$150\times 250$
Span of the beam (mm)	1450	1450	1450	1450
Fiber aspect ratio, l/d [17]	50–60	50–60	50–60	50–60
Conventional reinforcement, Ast (mm2)	2φ16	2φ16	2φ16	2φ16
Cracking strain value, εcr	0.0001	0.0001	0.0001	0.0001
Modulus of elasticity, E (MPa) [17]	24370	26570	26870	23920
Cracking tensile strength of the concrete, σcr= εcrE (MPa)	2.44	2.66	2.69	2.39
Compressive strength, fck (MPa) [17]	27.69	35.10	36.18	26.92
Yield strength of tensile rebar, fy (MPa)	415	415	415	415
Depth ratio (d’/D)	0.1	0.1	0.1	0.1