Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer-Reference-Cited by-同舟云学术

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Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer

Published:2024-02 Issue: Volume:213 Page:108400
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ma Kaize,Wang Qixian,Lin Guirui,Xing Guohua

Funder

National Natural Science Foundation of China

Natural Science Basic Research Program of Shaanxi Province

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Application on bending performance of annular concrete-filled steel tube stent;Zhang;J. Constr. Steel Res.,2020

2. Experimental investigation of CFST-RC bridge Piers under cyclic loading;Yadav;Proc. Eng.,2017

3. Experimental assessment on the size effects of circular concrete-filled steel tubular columns under axial compression;Liu;Eng. Struct.,2023

4. Size effect prediction on axial compression strength of circular CFST columns;Chen;J. Constr. Steel Res.,2020

5. Research on axial compression performance of steel & steel pipe reinforced concrete columns;Li;Appl. Mech. Mater. (Switzerland),2014

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