LAUSR

Abstract High ductile fiber reinforced concrete (HDC) is characterized by its tensile strain-hardening behavior and high compressive strain ability. This paper investigates the seismic performance of reinforced concrete (RC) columns strengthened with HDC jacket, eight RC columns were designed and six of them were strengthened with HDC jacket or bar mesh reinforced mortar (BMRM) jacket. The influence of jacketing schemes and axial load ratio on the failure modes, hysteresis loops, skeleton curves, deformation capacity and energy dissipation capacity is analyzed respectively. The experimental results from lateral cyclic loading tests on the specimens show that the failure mode of the columns could be changed from brittle to ductile under the confinement effect of the HDC jackets. The HDC jacket without bar mesh was certified to be more effective than the BMRM jacket in improving the plastic deformation capacity of the original columns. The HDC jacket with bar mesh is the best strengthening scheme, the columns jacketed by which exhibited tremendously enhancement in drift capacity and energy dissipation capacity by developing plastic hinges in the column foot even when the column was under high axial load ratio.