Technical Papers
Nov 16, 2016

ISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core

Publication: Journal of Structural Engineering
Volume 143, Issue 4

Abstract

Concrete-filled steel tube columns with solid steel core are prefabricated innovative composite columns that are especially designed to achieve high fire resistance, even with high slenderness ratios and load levels. These features make them architecturally and economically appealing for use in high-rise buildings. Conceptually, their exceptional structural fire behavior is attributed to a process of gradual load redistribution to the solid steel core during fire that is thermally protected by the concrete infill. In this paper the results of a series of four ISO fire tests with concrete-filled steel tube columns with solid steel core of three different cross-sectional types and two different end conditions are presented. This novel experimental database for this type of composite column (1) validates the concept of their structural fire behavior; and (2) shows that, without additional fire protection, extraordinary fire resistance of almost 180 min can be achieved with common slenderness and load ratios with respect to building practice.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the manufacture and provision of the test specimens by Tuchschmid AG, Frauenfeld, Switzerland, as well as assistance in equipping the specimens with thermocouples.

References

ASTM. (1985). “Standard methods of fire tests of building construction and materials.” ASTM E119, West Conshohocken, PA.
CEN (European Committee for Standardization). (2008). “Eurocode 4: Design of composite steel and concrete structures. Part 1-2: General rules–Structural fire design.” EN 1994-1-2, Brussels, Belgium.
CEN (European Committee for Standardization). (2012). “Fire resistance tests. Part 1: General requirements.” EN 1363-1, Brussels, Belgium.
Chabot, M., and Lie, T. T. (1992). “Experimental studies on the fire resistance of hollow steel columns filled with bar-reinforced concrete.” NRC-CNRC, Ottawa.
Chu, T. B. (2009). “Hollow steel section columns filled with self-compacting concrete under ordinary and fire conditions.” Ph.D. thesis, Université de Liège, Liège, Belgium (in French).
Espinos, A., Romero, M. L., Serra, E., and Hospitaler, A. (2015). “Circular and square slender concrete-filled tubular columns under large eccentricities and fire.” J. Constr. Steel Res., 110, 90–100.
Granjean, G., Grimault, J. P., and Petit, L. (1980). “Determination de la durée au feu des profils creux remplis de béton.” Comité International pour le Développement de la Construction Tubulaire (CIDECT), Cologne, Germany (in French).
Grimault, J. P., and Tournay, M. (1976). “Stabilité au feu des profils creux en acier de construction.” Comité International pour le Développement de la Construction Tubulaire (CIDECT), Cologne, Germany (in French).
Han, L. H., Zhao, X. L., Yang, Y. F., and Feng, J. B. (2003). “Experimental study and calculation of fire resistance of concrete-filled hollow steel columns.” J. Struct. Eng., 346–356.
Hanswille, G., and Lippes, M. (2008). “Composite columns made of high-strength steel and high-strength concrete.” Stahlbau, 77(4), 296–307 (in German).
Imani, R., Mosqueda, G., and Bruneau, M. (2014). “Experimental study on post-earthquake fire resistance of ductile concrete-filled double-skin tube columns.” J. Struct. Eng., .
ISO. (1999). “Fire resistance test—Elements of building contruction—Part 1: General requirements.” ISO 834-1, Geneva.
Klingsch, W. (1984). “Analyse des tragverhaltens von geilinger baustützen bei normaltemperatur und bei brandbeanspruchung sowie der zughörigen bemessungsverfahren.” Bergische Universität Wuppertal Gutachten, Wuppertal, Germany (in German).
Kodur, V. K. R., and Lie, T. T. (1995). “Experimental studies on the fire resistance of circular hollow steel columns filled with steel-fiber-reinforced concrete.” NRC-CNRC, Ottawa.
Kordina, K., and Klingsch, W. (1983). “Fire resistance of composite columns of concrete-filled hollow sections.” Comité International pour le Développement de la Construction Tubulaire (CIDECT), Cologne, Germany.
Lie, T. T., and Chabot, M. (1992). “Experimental studies on the fire resistance of hollow steel columns filled with plain concrete.” NRC-CNRC, Ottawa.
Lu, H., Han, L. H., and Zhao, X. L. (2010). “Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments.” Fire Saf. J., 45(2), 106–115.
Moliner, V., Espinos, A., Romero, M. L., and Hospitaler, A. (2013). “Fire behaviour of eccentrically loaded slender high strength concrete-filled tubular columns.” J. Constr. Steel Res., 83, 137–146.
Myllymäki, J., Lie, T. T., and Chabot, M. (1994). “Fire resistance tests of square hollow steel columns filled with reinforced concrete.” NRC-CNRC, Ottawa.
Neuenschwander, M. (2016). “Structural fire behavior of concrete-filled steel tube columns with solid steel core.” Ph.D. thesis, Swiss Federal Institute of Technology, Zurich, Switzerland.
Neuenschwander, M., Knobloch, M., and Fontana, M. (2012). “Numerical analysis of the structural fire behaviour of concrete-filled CHS-columns with steel cores.” Proc., 10th Int. Conf. on Advances in Steel Concrete Composite and Hybrid Structures, Liew J. Y. R. and Lee S. C., eds., Research Publishing, Singapore.
Neuenschwander, M., Knobloch, M., and Fontana, M. (2016). “Suitability of the damage-plasticity modelling concept for concrete at elevated temperatures: Experimental validation with uniaxial cyclic compression tests.” Cem. Concr. Res., 79(1), 57–75.
RILEM TC 200-HTC. (2007). “Recommendation of RILEM TC 200-HTC: Mechanical concrete properties at high temperatures—Modelling and applications. Part 2: Stress-strain relation.” Mat. and Struct., 40(9), 855–864.
Romero, M. L., Espinos, A., Portolés, J. M., Hospitaler, A., and Ibañez, C. (2015). “Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire.” Eng. Struct., 99, 536–545.
Romero, M. L., Moliner, V., Espinos, A., Ibañez, C., and Hospitaler, A. (2011). “Fire behaviour of axially loaded slender high strength concrete-filled tubular columns.” J. Constr. Steel Res., 67(12), 1953–1965.
Schaumann, P., and Kleibömer, I. (2015). “Thermal and structural response of concrete-filled tubular columns with massive steel core in case of fire.” Bautechnik, 92(5), 330–334 (in German).

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 4April 2017

History

Received: Mar 24, 2016
Accepted: Sep 11, 2016
Published online: Nov 16, 2016
Published in print: Apr 1, 2017
Discussion open until: Apr 16, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Martin Neuenschwander [email protected]
Postdoctoral Researcher, Dept. of Civil, Environmental and Geomatic Engineering, Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich, Stefano-Franscini-Platz 5, CH-8093 Zürich, Switzerland (corresponding author). E-mail: [email protected]
Markus Knobloch [email protected]
Professor and Chair of Steel, Lightweight and Composite Structures, Dept. of Civil and Environmental Engineering, Ruhr-Universität Bochum, Universitätstraße 150, D-44801 Bochum, Germany. E-mail: [email protected]
Mario Fontana [email protected]
Professor and Chair of Structural Engineering for Steel, Timber and Composite Structures, Dept. of Civil, Environmental and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zurich, Stefano-Franscini-Platz 5, CH-8093 Zürich, Switzerland. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share