Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression

A new type of concrete-filled square steel tubular(CFSST) column is proposed, which is characterized by the transverse stiffened steel bars arranged inside the pipe wall to improve confinement performance of the concrete core. This paper employs a nonlinear analysis of square CFSST stub columns unde...

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Published in:Functional Materials
Date:2017
Main Authors: Nan Li, Lai Wang, Yajun Xi, Tong Guan, Hui Wang, Furui Dong
Format: Article
Language:English
Published: НТК «Інститут монокристалів» НАН України 2017
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Online Access:https://nasplib.isofts.kiev.ua/handle/123456789/136810
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression / Nan Li, Lai Wang, Yajun Xi, Tong Guan, Hui Wang, Furui Dong // Functional Materials. — 2017. — Т. 24, № 3. — С. 451-456. — Бібліогр.: 17 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine
id nasplib_isofts_kiev_ua-123456789-136810
record_format dspace
spelling Nan Li
Lai Wang
Yajun Xi
Tong Guan
Hui Wang
Furui Dong
2018-06-16T16:35:27Z
2018-06-16T16:35:27Z
2017
Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression / Nan Li, Lai Wang, Yajun Xi, Tong Guan, Hui Wang, Furui Dong // Functional Materials. — 2017. — Т. 24, № 3. — С. 451-456. — Бібліогр.: 17 назв. — англ.
1027-5495
DOI: https://doi.org/10.15407/fm24.03.451
https://nasplib.isofts.kiev.ua/handle/123456789/136810
A new type of concrete-filled square steel tubular(CFSST) column is proposed, which is characterized by the transverse stiffened steel bars arranged inside the pipe wall to improve confinement performance of the concrete core. This paper employs a nonlinear analysis of square CFSST stub columns under axial compression. A three-dimensional nonlinear finite element (FE) model is developed using ABAQUS, where nonlinear material behavior and enhanced strength corner properties of steel are included. Close agreement is achieved between the test and FE results in terms of load-deformation response and ultimate strength.
en
НТК «Інститут монокристалів» НАН України
Functional Materials
Modeling and simulation
Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
Article
published earlier
institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
collection DSpace DC
title Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
spellingShingle Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
Nan Li
Lai Wang
Yajun Xi
Tong Guan
Hui Wang
Furui Dong
Modeling and simulation
title_short Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
title_full Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
title_fullStr Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
title_full_unstemmed Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
title_sort nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression
author Nan Li
Lai Wang
Yajun Xi
Tong Guan
Hui Wang
Furui Dong
author_facet Nan Li
Lai Wang
Yajun Xi
Tong Guan
Hui Wang
Furui Dong
topic Modeling and simulation
topic_facet Modeling and simulation
publishDate 2017
language English
container_title Functional Materials
publisher НТК «Інститут монокристалів» НАН України
format Article
description A new type of concrete-filled square steel tubular(CFSST) column is proposed, which is characterized by the transverse stiffened steel bars arranged inside the pipe wall to improve confinement performance of the concrete core. This paper employs a nonlinear analysis of square CFSST stub columns under axial compression. A three-dimensional nonlinear finite element (FE) model is developed using ABAQUS, where nonlinear material behavior and enhanced strength corner properties of steel are included. Close agreement is achieved between the test and FE results in terms of load-deformation response and ultimate strength.
issn 1027-5495
url https://nasplib.isofts.kiev.ua/handle/123456789/136810
citation_txt Nonlinear analysis of concrete-filled steel square tube strengthened by internal transverse stiffened bars under axial compression / Nan Li, Lai Wang, Yajun Xi, Tong Guan, Hui Wang, Furui Dong // Functional Materials. — 2017. — Т. 24, № 3. — С. 451-456. — Бібліогр.: 17 назв. — англ.
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AT yajunxi nonlinearanalysisofconcretefilledsteelsquaretubestrengthenedbyinternaltransversestiffenedbarsunderaxialcompression
AT tongguan nonlinearanalysisofconcretefilledsteelsquaretubestrengthenedbyinternaltransversestiffenedbarsunderaxialcompression
AT huiwang nonlinearanalysisofconcretefilledsteelsquaretubestrengthenedbyinternaltransversestiffenedbarsunderaxialcompression
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first_indexed 2025-12-02T08:42:18Z
last_indexed 2025-12-02T08:42:18Z
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