Strenght Of Hybrid Wrapped Concrete By Glass Carbon and Aramid Fiber Cloth

In this thesis, 3 of the 36 concrete cylinder samples produced in 150x300 mm dimensions belonging to C25 concrete class are separated as reference concrete sample. The behavior of hybrid winding concretes obtained by different winding of remaining 33 concrete cylinder samples with Glass, Carbon and Aramid fiber fabric under axial pressure was investigated. In the study, while concrete class C25 was taken as constant, different winding thicknesses (single layer, two layer, three layer, four layer and five layer) and fabric types (CFRP, GFRP and AFRP) were taken as variables. An experimental study was carried out in Yozgat Bozok University Construction and Materials Laboratory in order to determine the mechanical behavior of hybrid winded concrete by FRP. According to these, it was found that the hybrid winding significantly increased the strength of the concrete. The amount of this increase varies according to the type and layer thickness of the hybrid winding used. Keywords: FRP, GFRP, AFRP, CFRP, Concrete Layer, Concrete, Hybrid, Axial Compressive Strength.