Temperature field analysis of concrete filled steel tubular column-wall

Jiaqi Liu; Lin-Hai Han; Wenbin Li; Xiao Ling Zhao

Temperature field analysis of concrete filled steel tubular column-wall

Jiaqi Liu, Lin-Hai Han, Wenbin Li, Xiao Ling Zhao

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper › Research › peer-review

Abstract

This paper presents an analysis of the temperature field distribution of a new kind of concrete-steel composite structure to be used in multi-story residential buildings in China, named as concrete filled steel tubular (CFST) column-wall. A brief introduction of CFST column-wall was given firstly. A finite element analysis model was then established to calculate the temperature field distribution of this kind of composite structure under fire. The commercial software package ABAQUS was employed for the analysis. A set of experimental data of three specimens with two sides exposed to ISO-834 standard was used to verify the FEA model. It turned out that the proposed FEA model was relatively accurate to predict the emperature
distribution of CFST column-walls. Typical temperature-time curves at different locations of the cross section were given and the heat transfer process as well as the effect of water evaporation were discussed and analyzed.

Original language	English
Title of host publication	Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2015)
Editors	Lin-Hai Han, Wei Li, Dennis Lam
Place of Publication	Beijing China
Publisher	Tsinghua University Press
Pages	1 - 7
Number of pages	7
Publication status	Published - 2015
Event	ASCCS International Conference on Steel-Concrete Composite and Hybrid Structures 2015 - Wenjin Hotel, Beijing, China Duration: 3 Dec 2015 → 5 Dec 2015 Conference number: 11th http://www.globaleventslist.elsevier.com/events/2015/12/asccs-2015-11th-international-conference-on-advances-in-steel-concrete-composite-structures/

Conference

Conference	ASCCS International Conference on Steel-Concrete Composite and Hybrid Structures 2015
Abbreviated title	ASCCS 2015
Country/Territory	China
City	Beijing
Period	3/12/15 → 5/12/15
Internet address	http://www.globaleventslist.elsevier.com/events/2015/12/asccs-2015-11th-international-conference-on-advances-in-steel-concrete-composite-structures/

Keywords

CFST
Column-wall
Temperature field
FEA model

Cite this

@inproceedings{99983d4d667a42149715bccc40cac610,

title = "Temperature field analysis of concrete filled steel tubular column-wall",

abstract = "This paper presents an analysis of the temperature field distribution of a new kind of concrete-steel composite structure to be used in multi-story residential buildings in China, named as concrete filled steel tubular (CFST) column-wall. A brief introduction of CFST column-wall was given firstly. A finite element analysis model was then established to calculate the temperature field distribution of this kind of composite structure under fire. The commercial software package ABAQUS was employed for the analysis. A set of experimental data of three specimens with two sides exposed to ISO-834 standard was used to verify the FEA model. It turned out that the proposed FEA model was relatively accurate to predict the emperaturedistribution of CFST column-walls. Typical temperature-time curves at different locations of the cross section were given and the heat transfer process as well as the effect of water evaporation were discussed and analyzed.",

keywords = "CFST, Column-wall, Temperature field, FEA model",

author = "Jiaqi Liu and Lin-Hai Han and Wenbin Li and Zhao, {Xiao Ling}",

year = "2015",

language = "English",

pages = "1 -- 7",

editor = "Lin-Hai Han and Wei Li and Dennis Lam",

booktitle = "Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2015)",

publisher = "Tsinghua University Press",

address = "China",

note = "ASCCS International Conference on Steel-Concrete Composite and Hybrid Structures 2015, ASCCS 2015 ; Conference date: 03-12-2015 Through 05-12-2015",

url = "http://www.globaleventslist.elsevier.com/events/2015/12/asccs-2015-11th-international-conference-on-advances-in-steel-concrete-composite-structures/",

}

Liu, J, Han, L-H, Li, W & Zhao, XL 2015, Temperature field analysis of concrete filled steel tubular column-wall. in L-H Han, W Li & D Lam (eds), Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2015). Tsinghua University Press, Beijing China, pp. 1 - 7, ASCCS International Conference on Steel-Concrete Composite and Hybrid Structures 2015, Beijing, China, 3/12/15.

Temperature field analysis of concrete filled steel tubular column-wall. / Liu, Jiaqi; Han, Lin-Hai; Li, Wenbin et al.
Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2015). ed. / Lin-Hai Han; Wei Li; Dennis Lam. Beijing China: Tsinghua University Press, 2015. p. 1 - 7.

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper › Research › peer-review

TY - GEN

T1 - Temperature field analysis of concrete filled steel tubular column-wall

AU - Liu, Jiaqi

AU - Han, Lin-Hai

AU - Li, Wenbin

AU - Zhao, Xiao Ling

N1 - Conference code: 11th

PY - 2015

Y1 - 2015

N2 - This paper presents an analysis of the temperature field distribution of a new kind of concrete-steel composite structure to be used in multi-story residential buildings in China, named as concrete filled steel tubular (CFST) column-wall. A brief introduction of CFST column-wall was given firstly. A finite element analysis model was then established to calculate the temperature field distribution of this kind of composite structure under fire. The commercial software package ABAQUS was employed for the analysis. A set of experimental data of three specimens with two sides exposed to ISO-834 standard was used to verify the FEA model. It turned out that the proposed FEA model was relatively accurate to predict the emperaturedistribution of CFST column-walls. Typical temperature-time curves at different locations of the cross section were given and the heat transfer process as well as the effect of water evaporation were discussed and analyzed.

AB - This paper presents an analysis of the temperature field distribution of a new kind of concrete-steel composite structure to be used in multi-story residential buildings in China, named as concrete filled steel tubular (CFST) column-wall. A brief introduction of CFST column-wall was given firstly. A finite element analysis model was then established to calculate the temperature field distribution of this kind of composite structure under fire. The commercial software package ABAQUS was employed for the analysis. A set of experimental data of three specimens with two sides exposed to ISO-834 standard was used to verify the FEA model. It turned out that the proposed FEA model was relatively accurate to predict the emperaturedistribution of CFST column-walls. Typical temperature-time curves at different locations of the cross section were given and the heat transfer process as well as the effect of water evaporation were discussed and analyzed.

KW - CFST

KW - Column-wall

KW - Temperature field

KW - FEA model

UR - http://www.asccs2015.net/program/

M3 - Conference Paper

SP - 1

EP - 7

BT - Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2015)

A2 - Han, Lin-Hai

A2 - Li, Wei

A2 - Lam, Dennis

PB - Tsinghua University Press

CY - Beijing China

T2 - ASCCS International Conference on Steel-Concrete Composite and Hybrid Structures 2015

Y2 - 3 December 2015 through 5 December 2015

ER -

Temperature field analysis of concrete filled steel tubular column-wall

Abstract

Conference

Keywords

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Cite this