The current study conducted to examine the effect of strengthening of RC square short columns with fibrous jackets. Experimental and theoretical study included fabrication 16 column, seven columns were fabricated experimentally and ten parametric columns were modeled theoretically by ANSYS software. The parametric study included testing of two series of columns under axial compression load. The first series included eleven small scale columns retrofitted by fibrous jacket reinforced by were fabricated experimentally and theoretically with many variables such as jacket thickness, strengthening type (hoop and composite), vertical and inclined rebar, in addition to columns with larger length. The second series included testing of five full scale-columns modelled numerically and strengthened with composite and hoop fibrous jacket with different jacket thicknesses. The test results showed that the fibrous jacket enhanced the stress capacity, ductility, toughness, deformation capacity, and energy absorption. Increase the jacket thickness (25 to 45 mm) increased the ultimate load carrying capacity by (54%). Hoop jacket enhanced the ultimate stress capacity more than composite case by (19.7%). Concerning the theoretical side, 3D simulation by finite element analysis of ten columns with different parameters. Hoop fibrous jacketed column with inclined reinforcement enhanced the ultimate stress by (35%) while the column with reinforced jacket by both steel fibers and steel reinforcement showed less enhancement by 13%. Increase the length of the strengthened column decrease the average enhancement in the ultimate stress by (17%). Strengthening full scale columns with composite fibrous jacket with thicknesses (5, 6, and 7) cm showed an enhancement in the load carrying capacity by (177%, 210%, and 245%) respectively. Hoop jacket in the full-scale column was better than composite one which showed that the hoop jacket carried stress more than composite one by (67%) approximately.
Read full abstract