TY - JOUR
T1 - Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars
AU - Zeng, Jun Jie
AU - Ye, Yu Yi
AU - Quach, Wai Meng
AU - Lin, Guan
AU - Zhuge, Yan
AU - Zhou, Jie Kai
N1 - Funding Information:
The authors acknowledge the financial support received from the Natural Science Foundation of China (No. 52008116), the Guangzhou Science and Technology Department (No. 201904010163), the Natural Science Foundation of Guangdong Province (Nos. 2019A1515011637 and 2021B1515020029), the University of Macau (File no. UMMTP2020-MYSP-003), as well as the Association for Promotion of Science and Technology of Macau and the Office of China National Postdoctoral Council (File no. AM2020002), The Hong Kong Research Grants Council (No. T22-502/18-R).
Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2022/2/1
Y1 - 2022/2/1
N2 - Fibre-reinforced polymer (FRP) bars have become increasingly popular as internal reinforcement in reinforced concrete (RC) structures due to their excellent corrosion resistance. However, the compressive strength of FRP bars is generally much inferior to their tensile strength due to fibre micro-buckling under compression, and their transverse shear performance is much inferior to that of steel bars with the same diameter. To this end, a novel form of steel-free hybrid bars, which consist of an outer FRP confining tube, a central FRP bar and a layer of ultra-high performance concrete (UHPC) (without steel fibres) in the annular space between them (referred to as FRP-UHPC hybrid bars), have been proposed. In this study, compressive and transverse shear behaviour of FRP-UHPC hybrid bars have been investigated via experimentation. The key test variables include fibre winding angles of the FRP tube, fibre types of the FRP tube, the FRP tube thickness and the diameter of the central FRP bar. The test results confirm the validation of the novel hybrid bars: i) the compressive stress-strain curves of hybrid bars exhibit a ductile behaviour with a strain hardening segment, and the compressive behaviour of the central FRP bar in hybrid bars is superior to that of FRP bars in isolation; ii) the stress-strain response of hybrid bars can be designed to meet an elastic-plastic response with a post-yielding strain-hardening response; and iii) the transverse shear performance of hybrid bars is much better than that of FRP bars in isolation due to the contribution of FRP-confined UHPC section.
AB - Fibre-reinforced polymer (FRP) bars have become increasingly popular as internal reinforcement in reinforced concrete (RC) structures due to their excellent corrosion resistance. However, the compressive strength of FRP bars is generally much inferior to their tensile strength due to fibre micro-buckling under compression, and their transverse shear performance is much inferior to that of steel bars with the same diameter. To this end, a novel form of steel-free hybrid bars, which consist of an outer FRP confining tube, a central FRP bar and a layer of ultra-high performance concrete (UHPC) (without steel fibres) in the annular space between them (referred to as FRP-UHPC hybrid bars), have been proposed. In this study, compressive and transverse shear behaviour of FRP-UHPC hybrid bars have been investigated via experimentation. The key test variables include fibre winding angles of the FRP tube, fibre types of the FRP tube, the FRP tube thickness and the diameter of the central FRP bar. The test results confirm the validation of the novel hybrid bars: i) the compressive stress-strain curves of hybrid bars exhibit a ductile behaviour with a strain hardening segment, and the compressive behaviour of the central FRP bar in hybrid bars is superior to that of FRP bars in isolation; ii) the stress-strain response of hybrid bars can be designed to meet an elastic-plastic response with a post-yielding strain-hardening response; and iii) the transverse shear performance of hybrid bars is much better than that of FRP bars in isolation due to the contribution of FRP-confined UHPC section.
KW - Axial compressive behaviour
KW - Confinement
KW - Fibre-reinforced polymer (FRP) bar
KW - Hybrid bar
KW - Transverse shear behaviour
KW - Ultra-high performance concrete (UHPC)
UR - http://www.scopus.com/inward/record.url?scp=85119717615&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2021.115001
DO - 10.1016/j.compstruct.2021.115001
M3 - Journal article
AN - SCOPUS:85119717615
VL - 281
JO - Composite Structures
JF - Composite Structures
SN - 0263-8223
M1 - 115001
ER -