Experimental investigation of FRP-confined concrete-filled stainless steel tube stub columns under axial compression

H Tang, J Chen, L Fan, X Sun, C Peng - Thin-Walled Structures, 2020 - Elsevier
This paper presents the behavior of fiber-reinforced polymer (FRP)-confined concrete-filled
stainless steel tube (CFSST) stub columns under axial loading. Six CFSST stub columns …

[PDF][PDF] Structural response of high strength concrete beams using fiber reinforced polymers under reversed cyclic loading

MT Elshazli, N Saras, A Ibrahim - Sustain. Struct, 2022 - academia.edu
This paper investigates the response of high strength concrete (HSC) beams subjected to
reversed cyclic loading using carbon fiber-reinforced polymer (CFRP), glass fiber-reinforced …

[HTML][HTML] Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending

JJ Liao, JJ Zeng, HY Xiang, HS Dai, WQ Zeng… - Engineering …, 2023 - Elsevier
Hybrid double-skin tubular beams (DSTBs) with the external fiber-reinforced polymer (FRP)
tube-annular concrete-inner steel tube configuration have excellent mechanical …

Experimental and numerical investigations on a novel plate anchorage system to solve FRP debonding problem in the strengthened RC beams

J Esmaeili, OR Aghdam, K Andalibi, J Kasaei… - Journal of Building …, 2022 - Elsevier
Method of externally bonded reinforcement (EBR) is one of the most prominent systems for
retrofitting reinforced concrete (RC) beams containing fiber-reinforced polymers (FRP) …

Performance of circular concrete-filled fiber-reinforced polymer-steel composite tube columns under axial compression

Y Wei, G Wu, G Li - Journal of Reinforced Plastics and …, 2014 - journals.sagepub.com
A concrete-filled fiber-reinforced polymer-steel composite tube column consisting of inner
concrete and an exterior fiber-reinforced polymer-steel tube was studied in this paper. A total …

Performance of hollow-core FRP–concrete–steel bridge columns subjected to vehicle collision

OI Abdelkarim, MA ElGawady - Engineering Structures, 2016 - Elsevier
This paper presents the behavior of an innovative accelerated bridge construction system of
hollow-core fiber-reinforced polymer–concrete–steel (HC-FCS) columns under vehicle …

Square FRP–HSC–steel composite columns: Behavior under axial compression

BAL Fanggi, T Ozbakkaloglu - Engineering Structures, 2015 - Elsevier
This paper presents an experimental study, which investigated the compressive behavior of
square fiber reinforced polymer (FRP)–concrete composite columns through the tests of 40 …

Comparative life cycle assessment of composite structures incorporating uncertainty and global sensitivity analysis

M Zhao, Y Dong, H Guo - Engineering Structures, 2021 - Elsevier
In recent years, there have been increasing efforts seeking novel material and structural
alternatives to alleviate environmental and economic burdens caused by conventional …

Experimental investigation on compressive behavior of corroded thin-walled CHS T-joints with grout-filled GFRP tube repairing

W Zuo, H Chang, Z Li, A An, J Xia, T Yu - Thin-Walled Structures, 2022 - Elsevier
This paper presents the compression tests of grout-filled GFRP-repaired chord-corroded
CHS T-joints. A total of eight specimens, including uncorroded or corroded bare steel joints …

Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements

F Ren, J Chen, G Chen, Y Guo, T Jiang - Engineering structures, 2018 - Elsevier
A new form of a composite shear wall consisting of a reinforced concrete (RC) wall web and
two boundary columns, in the form of square concrete-filled steel tubes (CFST) incorporating …