Hybrid FRP-concrete-steel double-skin tubular columns of varying slenderness ratios under eccentric compression: Fid-Bau Portal

Hybrid FRP-concrete-steel double-skin tubular columns of varying slenderness ratios under eccentric compression

Xie, Pan / Jiang, Tao / Lin, Guan / Li, Lijuan / Guo, Yongchang

Abstract Hybrid fiber reinforced polymer (FRP)-concrete-steel double-skin tubular columns (DSTCs) are an emerging form of hybrid column with excellent mechanical performance and durability. Such columns consist of an outer FRP tube, an inner steel tube and a concrete infill between the two tubes. While extensive experimental and theoretical studies have been conducted on such columns, these studies have been focused on short specimens under concentric compression. This paper presents the results of a series of tests on hybrid DSTCs of varying slenderness ratios subjected to eccentric compression. The effects of FRP confinement stiffness, load eccentricity, and slenderness ratio on the behavior of hybrid DSTCs were examined. The test results showed that the test hybrid DSTCs exhibited excellent performance with great ductility. A theoretical model with incorporations of existing stress-strain models for FRP-confined concrete was then adapted to simulate the behavior of the test hybrid DSTCs. The comparisons showed that the direct use of a concentric loading stress-strain model led to underestimation of the deformation capacity of the test hybrid DSTCs. Compared with the other two models, the eccentric-loading stress-strain model previously developed by the authors' group provided more accurate predictions for the ultimate deformation of the test hybrid DSTCs.

Highlights • Nine large-scale hybrid DSTCs of varying slenderness ratios were tested under eccentric compression. • The effects of column slenderness, load eccentricity and FRP confinement stiffness were investigated. • The test results showed that the test hybrid DSTCs exhibited excellent performance with great ductility. • A theoretical model with incorporations of existing stress-strain models for FRP-confined concrete was developed. • The eccentric-loading stress-strain model previously developed by the authors' group provided more accurate predictions.