The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars

The application of Concrete-filled square steel tubular column in structural engineering is more and more widely. In order to improve the confinement of concrete core, the configuration of concrete-filled square steel tube strengthened by internal transverse stiffened bars is proposed. This paper em...

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Published in:Functional Materials
Date:2017
Main Authors: Nan Li, Lai Wang, Yajun Xi, Hui Wang, Tong Guan, Furui Dong, Changfeng Sui, Wenbin Cui
Format: Article
Language:English
Published: НТК «Інститут монокристалів» НАН України 2017
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Online Access:https://nasplib.isofts.kiev.ua/handle/123456789/136803
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars / Nan Li, Lai Wang, Yajun Xi, Hui Wang, Tong Guan, Furui Dong, Changfeng Sui, Wenbin Cui // Functional Materials. — 2017. — Т. 24, № 3. — С. 427-433. — Бібліогр.: 16 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine
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author Nan Li
Lai Wang
Yajun Xi
Hui Wang
Tong Guan
Furui Dong
Changfeng Sui
Wenbin Cui
author_facet Nan Li
Lai Wang
Yajun Xi
Hui Wang
Tong Guan
Furui Dong
Changfeng Sui
Wenbin Cui
citation_txt The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars / Nan Li, Lai Wang, Yajun Xi, Hui Wang, Tong Guan, Furui Dong, Changfeng Sui, Wenbin Cui // Functional Materials. — 2017. — Т. 24, № 3. — С. 427-433. — Бібліогр.: 16 назв. — англ.
collection DSpace DC
container_title Functional Materials
description The application of Concrete-filled square steel tubular column in structural engineering is more and more widely. In order to improve the confinement of concrete core, the configuration of concrete-filled square steel tube strengthened by internal transverse stiffened bars is proposed. This paper employs a experimental research on concrete-filled square steel tube strengthened by internal transverse stiffened bars under axial compression and the influencing factors of bearing capacity such as diameter and spacing of steel bars is analyzed. The results shows that its axial load capacity is increased 2.3%~13.1% than that of ordinary concrete-filled square steel tubular column, spacing changes to improve the bearing capacity of concrete filled square steel tubular column strengthened by transverse stiffened bars is more effective than the increase in stiffened bars diameter.
first_indexed 2025-12-07T20:17:05Z
format Article
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institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
issn 1027-5495
language English
last_indexed 2025-12-07T20:17:05Z
publishDate 2017
publisher НТК «Інститут монокристалів» НАН України
record_format dspace
spelling Nan Li
Lai Wang
Yajun Xi
Hui Wang
Tong Guan
Furui Dong
Changfeng Sui
Wenbin Cui
2018-06-16T16:33:47Z
2018-06-16T16:33:47Z
2017
The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars / Nan Li, Lai Wang, Yajun Xi, Hui Wang, Tong Guan, Furui Dong, Changfeng Sui, Wenbin Cui // Functional Materials. — 2017. — Т. 24, № 3. — С. 427-433. — Бібліогр.: 16 назв. — англ.
1027-5495
DOI: https://doi.org/10.15407/fm24.03.427
https://nasplib.isofts.kiev.ua/handle/123456789/136803
The application of Concrete-filled square steel tubular column in structural engineering is more and more widely. In order to improve the confinement of concrete core, the configuration of concrete-filled square steel tube strengthened by internal transverse stiffened bars is proposed. This paper employs a experimental research on concrete-filled square steel tube strengthened by internal transverse stiffened bars under axial compression and the influencing factors of bearing capacity such as diameter and spacing of steel bars is analyzed. The results shows that its axial load capacity is increased 2.3%~13.1% than that of ordinary concrete-filled square steel tubular column, spacing changes to improve the bearing capacity of concrete filled square steel tubular column strengthened by transverse stiffened bars is more effective than the increase in stiffened bars diameter.
en
НТК «Інститут монокристалів» НАН України
Functional Materials
Characterization and properties
The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
Article
published earlier
spellingShingle The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
Nan Li
Lai Wang
Yajun Xi
Hui Wang
Tong Guan
Furui Dong
Changfeng Sui
Wenbin Cui
Characterization and properties
title The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
title_full The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
title_fullStr The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
title_full_unstemmed The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
title_short The experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
title_sort experimental research on axial compression performance of concrete-filled steel square tube strengthened by internal transverse stiffened bars
topic Characterization and properties
topic_facet Characterization and properties
url https://nasplib.isofts.kiev.ua/handle/123456789/136803
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