FRP m is the material type that is increasingly used in construction field in recent years. Due to their properties light weight, high tensile strength and corrosion resistance and easy to implementation makes these material preferred solutions for increased the strength of reinforced concrete structural element. This paper presents the test results of an experimental study carried out on chain of simply supported beams under flexure and torsion, concrete beam reinforced with BFRP bars compared to the concrete beam reinforced with steel bars. The tested beams were casted of concrete and BFRP bar having 10 mm diameter. Tensile strength Obtained from tensile test. Deflection of beams, cracking, and torsional behavior has been analyzed and presented. The result shows that various character of the load deflection relationship of BFRP beams with conventional beam.
Keywords : BFRP Bar, Conventional Bar, Flexure, Torsion, tensile strength.