Performance of concrete columns actively strengthened with hoop confinement: A state-of-the-art review

J Ji, T Han, Z Dong, H Zhu, G Wu, Y Wei, CK Soh - Structures, 2023‏ - Elsevier
When concrete columns are strengthened with hoop confinement, the reinforcement
material will take effect earlier if they are prestressed, thereby improving the material …

Compressive behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) confined with FRP

W Wang, C Wu, Z Liu, H Si - Composite Structures, 2018‏ - Elsevier
This study presents the results of an experimental program on the compressive behavior of
fiber reinforced polymer (FRP) confined ultra-high performance fiber-reinforced concrete …

Behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled steel tubular members under lateral impact loading

W Wang, C Wu, J Li, Z Liu, Y Lv - International Journal of Impact …, 2019‏ - Elsevier
This study investigates the behavior of ultra-high performance fiber-reinforced concrete
(UHPFRC) filled steel tubular (UHPFRCFST) members under lateral impact loading. A total …

Reinforced high-strength engineered cementitious composite (ECC) columns under eccentric compression: Experiment and theoretical model

LZ Li, Y Bai, KQ Yu, JT Yu, ZD Lu - Engineering Structures, 2019‏ - Elsevier
Engineered cementitious composites (ECC) with a tensile rupture strain larger than 3%, has
won itself wide attention at the material level. To further investigate its performance at the …

Compressive behaviour of partially FRP confined concrete: Experimental observations and assessment of the stress-strain models

W Wang, MN Sheikh, AQ Al-Baali, MNS Hadi - Construction and Building …, 2018‏ - Elsevier
This study provides new insight on the compressive behaviour of partially fibre reinforced
polymer (FRP) confined concrete with either strain-hardening or strain-softening responses …

[HTML][HTML] Stress-strain relationship of FRP confined concrete columns under combined axial load and bending moment

Y Cao, YF Wu, C Jiang - Composites Part B: Engineering, 2018‏ - Elsevier
The stress-strain relationship of FRP confined concrete columns under eccentric loading is
different from that under concentric loading. However, eccentric loading can have different …

Experimental investigation of the hybrid FRP-UHPC-steel double-skin tubular columns under lateral impact loading

W Wang, C Wu, Z Liu, K An, JJ Zeng - Journal of Composites for …, 2020‏ - ascelibrary.org
The lateral impact behavior of hybrid fiber-reinforced polymer (FRP)-ultrahigh-performance
concrete (UHPC)-steel double-skin tubular columns (DSTCs) was experimentally …

Flexural design of GFRP bar reinforced concrete beams: An appraisal of code recommendations

Z Saleh, M Goldston, AM Remennikov… - Journal of Building …, 2019‏ - Elsevier
In this paper, two design codes for the flexural design of Fibre Reinforced Polymer (FRP) bar
reinforced concrete beams have been reviewed and compared with the results of the …

Compressive behavior of hybrid double-skin tubular columns with ultra-high performance fiber-reinforced concrete (UHPFRC)

W Wang, C Wu, Z Liu - Engineering Structures, 2019‏ - Elsevier
This study presents the results of an experimental program on the compressive behavior of
hybrid fiber-reinforced polymer (FRP)-concrete-steel double-skin tubular columns (DSTCs) …

Dynamic responses of hybrid FRP-concrete-steel double-skin tubular column (DSTC) under lateral impact

W Wang, C Wu, Y Yu, J Zeng - Structures, 2021‏ - Elsevier
Hybrid fibre-reinforced polymer (FRP)-concrete-steel double-skin tubular column (DSTC) is
a new form of composite column that consists of an outer FRP tube and an inner steel tube …