Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams

This research focuses on the study of the influence of transverse reinforcement ratio
on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and
without steel fibres. In this study, the mechanical properties of the SCHSC is been
tested in term of compressive, tensile and flexural strength with selected mix design
that acquire 3% of steel fibres and to compare with non-steel fibres SCHS Concrete.
The cementitious composite used in this research is composed by Ordinary Portland
Cement (OPC), silica fume, fly ash, river sand, quartz sand, superplasticizer, water
and steel fibres. The average result of SCHSC sampling on mechanical properties
for compressive test is 91.24 Mpa compared with adding steel fibres is 101.25 Mpa.