Corrosion Effects on the Strength Properties of Steel Fibre Reinforced Concrete Containing Slag and Corrosion Inhibitor

Table 1

Various concrete mixture proportions used in the study.

Mix ID	w/b ratio	Steel fibres () %	Slag %	Anticorrosion inhibitors	SP %	Cement	Slag	Manufactured sand	Coarse aggregate	Water
						kg/m^3
GGC1	0.3	0	0	—	1.5	449	0	712	1165	135
GSF5	0.3	1.5	0	—	1.5	449	0	712	1165	135
GSF6	0.3	1.5	20	—	1.5	359	90	712	1165	135
GSF7	0.3	1.5	40	—	1.5	269	180	712	1165	135
GSF8	0.3	1.5	60	—	1.5	179	270	712	1165	135
AC1	0.3	0	0	0.3	1.5	449	0	712	1165	135
AC2	0.3	0	0	0.6	1.5	449	0	712	1165	135
AC3	0.3	0	0	0.9	1.5	449	0	712	1165	135

Note: : volume fraction, w/b: water to binder ratio, and SP: superplasticizers.