Stress-strain model of an FRP-confined concrete filled steel tube under axial compression-Reference-Cited by-同舟云学术

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Stress-strain model of an FRP-confined concrete filled steel tube under axial compression

Published:2019-09 Issue: Volume:142 Page:149-159
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Yirui,Wei Yang,Bai Jiawen,Zhang Yongxing

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

333 Project

Qinglan Project” of Jiangsu Province

Jiangsu Higher Education Institutions (PAPD)

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Behavior of FRP-steel confined concrete tubular columns made of expansive self-consolidating concrete under axial compression;Cao;J. Compos. Constr.,2017

2. Compressive behavior of FRP-confined reinforced concrete columns;Eid;Eng. Struct.,2017

3. Recycled aggregate concrete in FRP-confined columns: a review of experimental results;Xu;Compos. Struct.,2017

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

5. Mechanical properties of pultruded basalt fiber-reinforced polymer tube under axial tension and compression;Ding;Constr. Build. Mater.,2018

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