Fibre reinforced polymer shear reinforcement for concrete members: behaviour and design guidelines

This paper describes an experimental program conducted to examine the struc tural performance of fibre reinforced polymer (FRP) stirrups as shear reinf orcement for concrete structures. A total of ten large-scale reinforced con crete beams were tested to investigate the contribution of the FRP stirrups in a beam mechanism. The ten beams included four beams reinforced with car bon fibre reinforced polymer (CFRP) stirrups, four beams reinforced with gl ass fibre reinforced polymer (GFRP) stirrups, one beam reinforced with stee l stirrups, and one control beam without shear reinforcement. The variables were the material type of stirrups, the material type of the flexural rein forcement, and the stirrup spacing. Due to the unidirectional characteristi cs of FRP, significant reduction in the strength of the stirrup relative to the tensile strength parallel to the fibres is introduced by bending FRP b ars into a stirrup configuration and by the kinking action due to inclinati on of the diagonal shear crack with respect to the direction of the stirrup s. A total of 52 specially designed panel specimens were tested to investig ate the bend and kinking effect on the capacity of FRP stirrups, along with two control specimens reinforced with steel stirrups. The variables consid ered in the panel specimens are the material type of the stirrups, the bar diameter, the bend radius, the configuration of the stirrup anchorage, the tail length beyond the bend portion, and the angle of the stirrups. Based o n the findings of this investigation, shear design equations for concrete b eams reinforced with FRP, appropriate for the Canadian Standards Associatio n (CSA) code, are proposed. The reliability of the proposed equations is ev aluated using test results of 118 beams tested by others.