Behaviour of FRP tube-concrete-encased steel composite columns

• Published in: Composite structures Vol. 241; p. 112139
• Main Authors: Ren, F.M., Liang, Y.W., Ho, J.C.M., Lai, M.H.
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.06.2020
• Subjects: Composite column; Confined concrete; Encased steel section; Fibre-reinforced polymer (FRP) tube; Path dependent load-strain model; Encased steel section; Path dependent load-strain model; Composite column; Fibre-reinforced polymer (FRP) tube; Confined concrete
• ISSN: 0263-8223; 1879-1085
• DOI: 10.1016/j.compstruct.2020.112139

•An experimental study consisting of 41 columns (8 bare steel sections, 12 CES and 21 FTCES columns) has been conducted.•Axial load-strain relationships and failure modes of specimens have been summarized.•The effects of GFRP tube thickness, encased steel shape and ratio on the behavior of FTCES columns have been investigated.•A path dependent load-strain model for FTCES columns has been developed and verified. Fibre-reinforced polymer (FRP) tube-concrete-encased steel (FTCES) column, which consists of an FRP tube, encased steel section and concrete filled between them, attracts the attention of more and more researchers since it has excellent corrosion resistance, superior strength, stiffness and ductility. However, experimental studies on FTCES columns are relatively limited compared with other composite columns, such as concrete-filled-steel-tube columns. Moreover, existing analytical models predicting the load-strain relationships on the FTCES columns were all design-oriented models. A scientifically more rigorous analysis-oriented model is required to explain the complicated physical conditions at the interface among concrete, encased steel and FRP tube, which should consist of a concrete dilation model based on equilibrium and compatibility conditions. Herein, to understand more thoroughly and simulate the uni-axial performance of FTCES columns, an experimental study, consisting of 41 specimens has been conducted. The main parameters are FRP tube thickness, encased steel shape and ratio. Moreover, an analysis-based path dependent load-strain model, previously developed by the authors for the FRP tube-confined concrete columns, has been modified for the FTCES columns. The validity of the proposed model is confirmed by the good agreement obtained between the measured axial load-strain curves of FTCES columns and the theoretically proposed values.