Behavior of concrete-filled FRP tube columns internally reinforced with FRP-steel composite bars under axial compression-Reference-Cited by-同舟云学术

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Behavior of concrete-filled FRP tube columns internally reinforced with FRP-steel composite bars under axial compression

Published:2022-01 Issue: Volume:315 Page:125714
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Guo Yong-Chang,Xiao Shu-Hua,Zeng Jun-Jie,Su Jia-Ying,Li Tian-Zi,Xie Zhi-Hong

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference85 articles.

1. Compressive behavior of hybrid double-skin tubular columns with a large rupture strain FRP tube;Yu;Compos Struct,2017

2. Mechanical behaviors of CFRP-confined sustainable geopolymeric recycled aggregate concrete under both static and cyclic compressions;Tang;Compos Struct,2020

3. Finite element analysis of end cover separation in RC beams strengthened in flexure with FRP;Zhang;Eng Struct,2014

4. Behavior of FRP ring-confined CFSTs under axial compression;Zeng;Compos Struct,2021

5. Analytical investigation on the load-moment interaction behavior of the FRP reinforced geopolymer concrete filled FRP tube circular columns;Ahmad;J Build Eng,2021

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1. Bond of steel-FRP composite bar embedded in FRP-confined concrete: Behavior, mechanism, and strength model;Engineering Structures;2024-11

2. Response of columns with steel–FRP composite bars and carbon fibre reinforced polymer mesh fabric stirrups under eccentric loading;Engineering Structures;2024-10

3. Effects of marine environment and fatigue pre-damage on the residual tensile properties of SFCBs;Construction and Building Materials;2024-10

4. Energy dissipation damage constitutive relation of CFRP Passively confined coal sample;Heliyon;2024-09

5. Post-fire compressive behavior of CFRP stirrups reinforced CFST columns: Experimental investigation and calculation models;Thin-Walled Structures;2024-05

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