An experimental investigation was conducted on the flexural behavior of FRP-PVC confined concrete circular tubular members.A total of six specimens were prepared and tested under flexural loading.The main parameters varied in the tests were the layer of FRP and the strengthening approach of BFRP and CFRP.The failure modes,ultimate bending capacity and stress-strain relation curves were investigated in details.Furthermore,the relation model of moment(M)-curvature(φ)was studied,and on the basis of M-φ relation model,a simplified formula was presented to compute the ultimate bending moment capacity.The results show that the external confinement of concrete specimens by FRP-PVC tubes results in enhancing the ultimate bending strength and ultimate deformation,and the ultimate bending capacity increased with the FRP layers.Simultaneously,the reinforcement effect in CFRP is better than that in BFRP.The ultimate bending moment capacity values predicted by the presented formula agree well with the experimental results,which imply that the presented formula is applicable and efficient for prediction of the ultimate bending moment capacity as well. An experimental investigation was conducted on the flexural behavior of FRP-PVC confined concrete circular tubular members. A total of six specimens were prepared and tested under flexural loading. The main parameters varied in the tests were the layer of FRP and the strengthening approach of BFRP and CFRP. The failure modes, ultimate bending capacity and stress-strain relation curves were investigated in details. Morerther, the relation model of moment (M) -curvature (φ) was studied, and on the basis of M-φ relation model, a simplified formula was presented to compute the ultimate bending moment capacity. The results show that the external confinement of concrete specimens by enhancing the ultimate bending strength and ultimate deformation, and the ultimate bending capacity increased with the FRP layers. Simultaneously, the reinforcement effect in CFRP is better than that in BFRP. Ultimate ultimate moment capacity values ​​determined by the presented formula agree well wit h the experimental results, which imply that the presented formula is applicable and efficient for prediction of the ultimate bending moment capacity as well.