Behavior of FRP Ring-Confined CFST columns under axial compression-Reference-Cited by-同舟云学术

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Behavior of FRP Ring-Confined CFST columns under axial compression

Published:2021-02 Issue: Volume:257 Page:113166
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Zeng Jun-Jie,Zheng Yu-Wen,Liu Feng,Guo Yong-Chang,Hou Chao

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference93 articles.

1. Strength, stiffness and ductility of concrete-filled steel columns under axial compression;Wang;Eng Struct,2017

2. Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns;Ellobody;J Constr Steel Res,2006

3. Time-dependent behaviour of 100% recycled coarse aggregate concrete filled steel tubes subjected to high sustained load level;Geng;Eng Struct,2020

4. Theoretical model and investigation of concrete filled steel tube columns under axial force–torsion combined action;Wang;Thin-Walled Struct,2013

5. Concrete-filled circular steel tubes subjected to local bearing force: Finite element analysis;Hou;Thin-Walled Struct,2014

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