Flexural behaviour of high strength steel fibre normal and lightweight concrete beams

The test results revealed that the inclusion of different volumes of macro synthetic fibre enhanced the shear failure behaviour of GFRP reinforced concrete beams, and

‘‘Experimental investigation on flexural Behaviour of hybrid (steel-polypropylene) fibre reinforced concrete beams”.This study is an experimental research on the

In this study, the behaviour of reinforced concrete beam with different aspect ratio of steel fiber added into mixture was focused.. Aspect ratio of steel fiber greater

The main objectives of this chapter are: (i) to provide a background for steel fibre reinforced concrete material characteristics, (ii) to outline the various uses

 20% increase in ultimate failure load was observed with Reinforced concrete beams with truss reinforcement compared to beam with vertical stirrups.  The change in

Keywords: Kenaf fibres, ductility, load carrying capacity, mode of failure, hybrid fibre, reinforced concrete beam, steel fibre.. This is essentially due to its capability of

---***--- Abstract - This study represents the results of an experimental investigation conducted on Steel Fibre Reinforced Polymer (SFRP) beams with externally bonded Glass

In addition, two continuous concrete beams reinforced with either GFRP or steel bars, one simply supported beam reinforced with GFRP bars and two simply supported beams