Seismic retrofitting of old‐type RC columns with different lap splices by NSM GFRP and steel bars

This paper describes the experimental results from flexural strengthening of old‐type concrete columns reinforced with plain bars and different lap splices constructed before the 1970s. Nine half‐scale column specimens were tested under combined constant axial and quasi‐static cyclic lateral loads. The specimens included 3 control specimens and 6 other specimens strengthened via near surface mounted technique with glass‐fiber reinforced plastic and steel bars. The effect of different longitudinal bar lap splices of columns and the type of strengthening materials were also investigated. The results indicated that the proposed strengthening method significantly increases the flexural strength and improves the seismic parameters, for example, energy dissipation and hysteresis damping. The specimens strengthened with steel bars presented higher strength, ductility, and hysteresis damping compared to those strengthened with glass‐fiber reinforced plastic bars. The formation of struts at the control specimen with hooked lap splices caused severe damages at the spliced region; if appropriate wrapping is done at the column end, these damages will be constrained. Using steel bars as near surface mounted reinforcement, utilizing epoxy resins as bonding agent, and installing fiber‐reinforced polymer wrapping at the end of column will all make a more effective strengthening method. Finally, an analytical work was presented for predicting the capacity of test specimens, and the comparison between experimental results and theoretical predictions showed a good agreement.