CONCRETE, REINFORCED BY CARBON FIBRE COMPOSITE STRUCTURE, LOAD BEARING CAPACITY DURING CRACKING

Different authors conducted studies on fiber reinforced concretes (FRC) with carbon fibres of different lengths and some results showed that concrete mix homogeneously distributed short in their volume have good strength ultra-strain compared to normal plain mix. However, this study is focused more 3-dimensional (3D) fibre plastic (epoxy) CFRP composite thin rods frame used as a reinforcement which shows increase loadbearing ductility. Were investigated mixes superplasticizer, nano-silica, quartz sand, fine natural sand gravels. Diagonal cross bracing epoxy frames were giving better ductility results. Proposed approach show the provided materials an increased performance terms ductility, sustainability, load bearing cracked statement. Total, four groups each group three beams casted tested experiment, shapes without compare mechanical properties after 28 days. Failure mechanisms any particular case analysed.