Experimental investigation of rectangular concrete-filled fiber reinforced polymer (FRP)-steel composite tube columns for various corner radii-Reference-Cited by-同舟云学术

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Experimental investigation of rectangular concrete-filled fiber reinforced polymer (FRP)-steel composite tube columns for various corner radii

Published:2020-07 Issue: Volume:244 Page:112311
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Wei Yang,Zhang Yirui,Chai Jile,Wu Gang,Dong Zhiqiang

Funder

Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference60 articles.

1. Stress-strain model for fiber-reinforced polymer-confined concrete;Moran;J Compos Constr,2002

2. Behaviour of concrete confined by both steel spirals and fiber-reinforced polymer under axial load;Wei;Compos Struct,2018

3. Stress–strain behavior of actively and passively confined concrete under cyclic axial load;Li;Compos Struct,2016

4. Stress-strain relationship of FRP confined concrete columns under combined axial load and bending moment;Cao;Compos B Eng,2018

5. Comparative study of RC members with strengthening using strain hardening cementitious composite and fiber reinforced mortar;Zhang;J Test Eval,2019

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