Compressive behaviour and prediction model for short and slender FRP-confined GFRP bars

• Published in: Construction & building materials 2023-05, Vol.376, p.131059, Article 131059
• Main Authors: Liu, Yue, Zhang, Hong-Tao, Tafsirojjaman, T., Ur Rahman Dogar, Attiq, Yue, Qing-Rui, Manalo, Allan
• Format: Article
• Language: English
• Subjects: Compressive strength; Failure mode; GFRP bar; Prediction model; Slenderness ratio
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2023.131059

•A novel FRP-confined GFRP bar has been developed to improve its compressive strength, stability, and ductility.•Effect of the number of winding layers (one, two, and three) and the slenderness ratios (15, 30, 45, 60) have been assessed.•Failure modes, compressive strength, elastic modulus, and stress-strain behavior have been experimentally investigated.•A compressive strength prediction model has also been developed by using the modified Johnson-Euler buckling model. Glass fibre reinforced polymer (GFRP) composite bars can be used as internal reinforcement for concrete structures built in harsh environmental and service conditions. Their utilisation as longitudinal reinforcement for compression members is not widely recommended though due to the anisotropic nature of FRP, their complex failure modes, and limited research, especially for slender bars. A more recent innovation has resulted in the wrapping (confinement) of GFRP bars with FRP composites oriented in the hoop direction. These confined bars have demonstrated promising improvement in FRP bar compressive behaviour and ductility. In the current study, the experimental compressive behaviour of eighty short and slender FRP-confined GFRP bars is reported and a compressive strength model is proposed. The experimental parameters investigated are (i) wrapping layers (i.e. one, two, and three layers oriented ± 83.3° to the longitudinal axis of the bar), and (ii) slenderness ratios (i.e. 15, 30, 45, and 60). The resulting compressive load capacity and strength, stress–strain behaviour, and failure modes are then reported for each tested bar. Test results indicate that an increase in slenderness results in decreased strength. In addition, failure modes shifted from splitting to buckling of the longitudinal fibres. GFRP bars with at least two winding layers had a significantly higher compressive strength than the control GFRP bar (not including winding) and they also exhibited bi-linear stress–strain behaviour as well as ductile failure modes. A compressive strength prediction model is then developed, which is based on the modification of the Johnson-Euler buckling theory and correlates well with the experimental results. The research presented herein has the potential to contribute to the development of design guidelines for concrete compression members, such as columns, piers and piles, that are reinforced with FRP-confined GFRP bars.