Behaviour of square CFST beam-columns under combined sustained load and corrosion: FEA modelling and analysis-Reference-Cited by-同舟云学术

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Behaviour of square CFST beam-columns under combined sustained load and corrosion: FEA modelling and analysis

Published:2019-06 Issue: Volume:157 Page:245-259
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Hua You-Xing,Han Lin-Hai,Hou Chao

Funder

National Natural Science Foundation of China

Suzhou-Tsinghua University Initiative Scientific Research Program

Publisher

Elsevier BV

Subject

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

Reference40 articles.

1. Representation of concrete-filled steel tube cross-section strength;Hajjar;J. Struct. Eng.,1996

2. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam–columns;Varma;J. Constr. Steel Res.,2002

3. Axial capacity of circular concrete-filled tube columns;Giakoumelis;J. Constr. Steel Res.,2004

4. Cyclic performance of concrete-filled steel CHS columns under flexural loading;Han;J. Constr. Steel Res.,2005

5. Structural design of stainless steel concrete filled columns;Lam;J. Constr. Steel Res.,2008

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2. Behavior of eccentrically loaded slender concrete-filled steel tubes with defect representing random local corrosion;Engineering Structures;2024-11

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4. Behaviour of steel-fibre-reinforced geopolymer concrete-filled square steel tubular stub column under axial compression;Structures;2024-09

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