The present study aims to contribute in overcoming this problem by replacing steel stirrups as shear reinforcement of concrete beams using a steel fiber reinforced self-compacting concrete (SFRSCC).
While it is important not to lose sight of the huge challenges many will face while trying to become engaged in economic activity, leaving the centre with a reinforced self-belief means they have already overcome a huge hurdle.
Limited standards and specifications have been reported in the literature on the structural behavior of reinforced self-compacting concrete elements.
Seven full-scale steel fiber reinforced self-consolidating concrete (SFRSCC) beams were tested to study the effects of macro steel fibers on the flexural behavior of reinforced self-consolidating concrete beams.
This paper presents the key mechanical properties and microstructure of different carbon fibre reinforced self-consolidating concrete (CFRSCC) mixtures.
Fresh and hardened properties of the fiber reinforced self-consolidating concrete were assessed, considering total fiber volume fraction of 1.5%.
This paper investigates the bond behavior of steel fibers reinforced self-stressing and self-compacting concrete filled steel tube (FSSCFST) columns.
This paper described an experimental work for steel fibers reinforced self-stressing and self-compacting concrete-filled steel tube (FSSCFST) specimens subjected to bending.
