Behavior of large-scale hybrid FRP-concrete-steel double-skin tubular columns subjected to eccentric compression

Jiang，Tao1; Lin，Guan2,3; Xie，Pan2,4

2023-01-15

10.1016/j.engstruct.2022.115258

ENGINEERING STRUCTURES   影响因子和分区

0141-0296

1873-7323

Hybrid FRP-concrete-steel double-skin tubular columns (DSTCs), consisting of an outer FRP tube, an inner steel tube and a concrete infill between the two tubes, are a novel form of hybrid columns which possess excellent mechanical performance and durability. Extensive studies have been conducted on such columns under concentric axial compression. However, limited research has been focused on the behavior of hybrid DSTCs subjected to eccentric compression which is a common loading case in practice. Therefore, an experimental program on nine large-scale hybrid DSTCs subjected to concentric or eccentric compression was conducted in the present study. The load eccentricity and the thickness of the filament wound FRP tube were the main test variables. The test results demonstrated that the hybrid DSTCs exhibited a highly ductile behavior under eccentric compression. A theoretical column model was then adapted by incorporating three stress–strain models for FRP-confined concrete for predicting the behavior of test DSTCs under eccentric compression. It was found that all the three stress–strain models provided reasonably accurate predictions for the axial load-carrying capacities of the test columns. However, the concentric loading stress–strain model led to significant underestimation in the deformation capacities of the test columns due to the neglect of the effect of eccentric compression.

Confinement Double-skin columns Eccentric compression Fiber-reinforced polymer (FRP) Stress–strain model

SCI ; EI

英语

其他

National Natural Science Foundation of China["51778246","51778569"] ; Guangzhou Municipal Science and Technology Bureau[202102080315] ; Research Grants Council of the Hong Kong Special Administrative Region, China[PolyU 152153/14E]

Engineering

Engineering, Civil

WOS:000934832900001

ELSEVIER SCI LTD

20224813171564

Axial loads ; Concrete testing ; Fiber reinforced plastics ; Reinforced concrete ; Steel testing ; Stress analysis ; Tubular steel structures

Structural Design:408 ; Structural Members and Shapes:408.2 ; Concrete:412 ; Steel:545.3 ; Fiber Products:819.4 ; Materials Science:951

ENGINEERING

2-s2.0-85142478756

Scopus

1.Space Structures Research Center,Department of Civil Engineering,Zhejiang University,Hangzhou,310058,China
2.Department of Civil and Environmental Engineering,The Hong Kong Polytechnic University,Hong Kong
3.Department of Ocean Science and Engineering,Southern University of Science and Technology,Shenzhen,518055,China
4.College of Water Conservancy and Civil Engineering,South China Agricultural University,Guangzhou,510642,China

Jiang，Tao,Lin，Guan,Xie，Pan. Behavior of large-scale hybrid FRP-concrete-steel double-skin tubular columns subjected to eccentric compression[J]. ENGINEERING STRUCTURES,2023,275.

Jiang，Tao,Lin，Guan,&Xie，Pan.(2023).Behavior of large-scale hybrid FRP-concrete-steel double-skin tubular columns subjected to eccentric compression.ENGINEERING STRUCTURES,275.

Jiang，Tao,et al."Behavior of large-scale hybrid FRP-concrete-steel double-skin tubular columns subjected to eccentric compression".ENGINEERING STRUCTURES 275(2023).