An experimental and numerical study of ultra-high strength concrete filled circular tube column post-fire-Reference-Cited by-同舟云学术

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An experimental and numerical study of ultra-high strength concrete filled circular tube column post-fire

Published:2024-01 Issue: Volume:212 Page:108257
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lyu Xiao,Fu Jian-Kang,Jia Guang-Hao,Du Er-Feng,Wang Wen-Ming,Zhao Rui-Li

Publisher

Elsevier BV

Subject

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

Reference54 articles.

1. Lateral dilation and limited value of volumetric ratio of stirrups for ultra-high strength concrete confined with spiral stirrups;Chang;Mater. Struct.,2021

2. Behaviour of high-strength concrete filled steel tubes under transverse impact loading;Han;J. Constr. Steel Res.,2014

3. Cyclic performance of corroded reinforced concrete short columns strengthened using carbon fiber-reinforced polymer;Xu;Constr. Build. Mater.,2020

4. Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading;Chung;Steel Compos. Struct.,2013

5. Advanced model for predicting the fire response of concrete filled tubular columns;Espinos;J. Constr. Steel Res.,2010

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. Experimental study on the interfacial bonding performance of concrete-filled steel tubes at different ambient temperatures;Thin-Walled Structures;2024-12

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