Advances in Civil Engineering

Research Article

Composite Strain Hardening Properties of High Performance Hybrid Fibre Reinforced Concrete

Table 3

Detailed mixture proportions for various concretes with coarse aggregate 60% and mortar 40% and different fibre dosages.


Mix ID	Fibre combination	Fibre types	Coarse aggregate kg/m³	Fine aggregate kg/m³	Binder kg/m³		w/b ratio	Fibre dosage %
Mix ID	Fibre combination	Fibre types	Coarse aggregate kg/m³	Fine aggregate kg/m³	Cement	Slag	w/b ratio	PP	SF

PP1	Mono	PP 47 mm	1258.34	705.26	225	225	0.3	1	—
PP2		PP 23.5 mm	1258.34	705.26	225	225	0.3	1	—
SF1		SF 60 mm	1258.34	705.26	225	225	0.3	—	4
SF2		SF 35 mm	1258.34	705.26	225	225	0.3	—	4

HPP3	Hybrid	PP 47 mm-PP 23.5 mm	1258.34	705.26	225	225	0.3	1	—
HSF3		SF 60 mm-SF 35 mm	1258.34	705.26	225	225	0.3	—	4
HYF1		PP 47 mm-SF 60 mm	1258.34	705.26	225	225	0.3	0.5	2
HYF2		PP 23.5 mm-SF 60 mm	1258.34	705.26	225	225	0.3	0.5	2
HYF3		PP 47 mm-SF 35 mm	1258.34	705.26	225	225	0.3	0.5	2
HYF4		PP 23.5 mm-SF 35 mm	1258.34	705.26	225	225	0.3	0.5	2

Note: fibre dosages correspond to % of matrix volume fraction.