Experimental Studies On RC Column Enhancement And FRP Use

Abstract

A pilot study was conducted to gain a better understanding of the tensile reconstruction behavior of solid T-flagged RC beams. The RC T beam has been analyzed and designed to twist like a rectangular RC beam; The effect of concrete on the wall is ignored by the symbols. In the present study, the influence of the edge area on resisting the torsion is studied by changing the radius edge width. Other parameters studied are for strengthening the structure and tendency of fibers. The purpose of this study was to use GFRP-bonded epoxy fabrics as an external cross-sectional work as an external cross-sectional reinforcement subjected to edge cross-section (T-beam) twist. Was to be assessed. Stressful results of strong beams are compared to the experimental results of the control beams without the FRP application. The study showed a significant improvement in the behavior of all GRP earthquakes that strengthen the beam. With the analysis model presented by A.Dalla and A. Chobarah, the validated results are experimentally validated and obtained in good agreement.