Infrastructures, Volume 5, Issue 11
2020 November - 16 articles
Cover Story: The paper presents an experimental program on large-scale square and rectangular RC columns externally strengthened with carbon FRP sheets and subjected to axial load. The main variables were the side-aspect ratio of the cross-section, the radius of curvature of the corners, and the amount of FRP reinforcement. The specimens were designed with minimum internal steel reinforcement and low compression strength concrete to reproduce the situation of RC columns in old buildings. The results show that, for low strength concrete, the FRP confinement can significantly improve the strength and strain capacity of rectangular section RC columns. The FRP hoop ultimate strain was much lower than the material ultimate tensile strain obtained from flat coupon tests and the strain efficiency factor was less than the value usually recommended by design guides. View this paper. - Issues are regarded as officially published after their release is announced to the table of contents alert mailing list .
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