Effect of steel fibres and expansive agents on compressive behaviour of circular CFST columns-Reference-Cited by-同舟云学术

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Effect of steel fibres and expansive agents on compressive behaviour of circular CFST columns

Published:2024-07 Issue: Volume:20 Page:e02789
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Hu Xianwen,Su Tian-hang,Zeng Jun-Jie,Long Yuen-ling,Wang Jing-Sheng,Liao JinJing,Ouyang Yi

Funder

Guizhou Provincial Science and Technology Department

Guangzhou Municipal Science and Technology Project

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference62 articles.

1. Behavior of FRP spiral strip-confined concrete under cyclic axial compression;Zeng;Constr. Build. Mater.,2021

2. Durability assessment of hybrid double-skin tubular columns (DSTCs) under simulated marine environments;Zeng;Eng Struct,2024

3. Behaviour of FRP spiral-confined concrete and contribution of FRP longitudinal bars in FRP-RC columns under axial compression;Zeng;Eng Struct,2023

4. A path dependent stress-strain model for concrete-filled-steel-tube column;Lai;Eng. Struct.,2020

5. Compressive behavior of FRP-confined 3D printed ultra-high performance concrete cylinders;Yan;J. Build. Eng.,2024

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Durability assessment of hybrid double-skin tubular columns (DSTCs) under simulated marine environments;Engineering Structures;2024-02

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