Technical Papers
Sep 15, 2015

Experimental Study of Cold-Formed Steel Floors Made of Hollow Flange Channel Section Joists under Fire Conditions

Publication: Journal of Structural Engineering
Volume 142, Issue 2

Abstract

Fire safety plays a vital role in building design because appropriate level of fire safety is important to safeguard lives and property. Cold-formed steel channel sections along with fire-resistive plasterboards are used to construct light-gauge steel frame (LSF) floor systems to provide adequate fire resistance ratings (FRR). It is common practice to use lipped channel sections (LCS) as joists in LSF floor systems, and past research has only considered such systems. This research focuses on adopting improved joist sections such as hollow flange channel (HFC) sections to improve the structural performance and FRR of cold-formed LSF floor systems under standard fire conditions. The structural and thermal performances of LSF floor systems made of a welded HFC, LiteSteel Beams (LSB), with different plasterboard and insulation configurations, were investigated using four full-scale fire tests under standard fires. These fire tests showed that the new LSF floor system with LSB joists improved the FRR in comparison to that of conventional LCS joists. Fire tests have provided valuable structural and thermal performance data of tested floor systems that included time-temperature profiles and failure times, temperatures, and modes. This paper presents the details of the fire tests conducted in this study and their results along with some important findings.

Get full access to this article

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

Acknowledgments

The authors would like to thank QUT for providing all the necessary support with the full-scale fire tests, OneSteel Australian Tube Mills and Boral Plasterboard for providing the required LSB sections and gypsum plasterboards, and QUT and Australian Research Council for providing the financial support to conduct this research project.

References

Alfawakhiri, F. (2001). “Behaviour of cold-formed steel framed walls and floors in standard fire resistance tests.” Ph.D. thesis, Carleton Univ., Ottawa.
Anapayan, T., and Mahendran, M. (2012). “Numerical modelling and design of LiteSteel beams subject to lateral buckling.” J. Constr. Steel Res., 70, 51–64.
Anapayan, T., Mahendran, M., and Mahaarachchi, D. (2011). “Section moment capacity tests of LiteSteel beams.” Thin Walled Struct., 49(4), 502–512.
Baleshan, B., and Mahendran, M. (2010). “Full scale fire tests of a new light gauge steel floor-ceiling system.” Proc., 4th Int. Conf. on Steel and Composite Structures, Univ. of Western Sydney, NSW, Australia, 395–401.
CEN (European Committee for Standardization). (2005). “Design of steel structures. Part 1-2: General rules-structural fire design.” EN 1993-1-2, Brussels, Belgium.
CEN (European Committee for Standardization). (2006). “Design of steel structures. Part 1-3: General rules-supplementary rules for cold-formed members and sheeting.” EN 1993-1-3, Brussels, Belgium.
Gunalan, S., Kolarkar, P. N., and Mahendran, M. (2013). “Experimental study of load bearing cold-formed steel wall systems under fire conditions.” Thin Walled Struct., 65, 72–92.
Kaitila, O. (2002). “Finite element modelling of cold-formed steel members at high temperatures.” Licentiate thesis, Helsinki Univ. of Technology Laboratory of Steel Structures, Espoo, Finland.
Keerthan, P., Hughes, D., and Mahendran, M. (2014). “Experimental studies of hollow flange channel beams subject to combined bending and shear actions.” Thin Walled Struct., 77, 129–140.
Kesawan, S., Jatheeshan, V., and Mahendran, M. (2015). “Elevated temperature mechanical properties of hollow flange channel sections.” J. Constr. Build. Mater., 87, 86–99.
Kolarkar, P., and Mahendran, M. (2012). “Experimental studies of non-load bearing steel wall systems under fire conditions.” Fire Safety J., 53, 85–104.
Sakumoto, Y., Hirakawa, T., Masuda, H., and Nakamura, K. (2003). “Fire resistance of walls and floors using light-gauge steel shapes.” J. Struct. Eng., 1522–1530.
SA (Standards Australia). (1997). “Gypsum linings in residential and light commercial construction–application and finishing. Part 1: Gypsum plasterboard.” AS/NZS 2589.1, Sydney, Australia.
SA (Standards Australia). (1998). “Gypsum plasterboards.” AS/NZS 2588, Sydney, Australia.
SA (Standards Australia). (2005a). “Cold-formed steel structures.” AS/NZS 4600, Sydney, Australia.
SA (Standards Australia). (2005b). “Methods for fire tests on building materials, components and structures. Part 4: Fire resistance tests of elements of building construction.” AS 1530.4, Sydney, Australia.
SCI (Steel Construction Institute). (1993). “Building design using cold-formed steel sections: Fire protection.”, U.K.
Siahaan, R., Keerthan, P., and Mahendran, M. (2014). “Section moment capacity tests of rivet-fastened rectangular hollow flange channel beams.” Proc., 22nd Int. Specialty Conf. on Cold-Formed Steel Structures, Missouri Univ. of Science and Technology, St. Louis, 277–294.
Sultan, M. A., Seguin, Y. P., and Leroux, P. (1998). “Results of fire tests on full-scale floor assemblies.”, National Research Council of Canada, Ottawa.
Zhao, B., et al. (2005). “Calculation rules of lightweight steel sections in fire situations.”, Technical Steel Research, European Union.
Zhou, F., and Young, B. (2013). “Web crippling behaviour of cold-formed duplex stainless steel tubular sections at elevated temperatures.” Eng. Struct., 57, 51–62.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 2February 2016

History

Received: Feb 21, 2015
Accepted: Jul 22, 2015
Published online: Sep 15, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 15, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Varathananthan Jatheeshan
Ph.D. Researcher, School of Civil Engineering and Built Environment, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.
Mahen Mahendran [email protected]
Professor, School of Civil Engineering and Built Environment, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia (corresponding author). 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