Advances in Civil Engineering / 2014 / Article / Tab 3

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/m3Binder kg/m3w/b ratioFibre dosage %
CementSlagPPSF

PP1 MonoPP 47 mm1258.34705.262252250.31
PP2PP 23.5 mm1258.34705.262252250.31
SF1SF 60 mm1258.34705.262252250.34
SF2SF 35 mm1258.34705.262252250.34

HPP3 HybridPP 47 mm-PP 23.5 mm1258.34705.262252250.31
HSF3SF 60 mm-SF 35 mm1258.34705.262252250.34
HYF1PP 47 mm-SF 60 mm1258.34705.262252250.30.52
HYF2PP 23.5 mm-SF 60 mm1258.34705.262252250.30.52
HYF3PP 47 mm-SF 35 mm1258.34705.262252250.30.52
HYF4PP 23.5 mm-SF 35 mm1258.34705.262252250.30.52

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