Technical Papers
Feb 5, 2016

Simplified Prediction of the Thermal and Mechanical Behavior of a Cold-Formed Steel Composite Floor at Room and Elevated Temperatures

Publication: Journal of Structural Engineering
Volume 142, Issue 6

Abstract

This paper presents a simplified method to predict the thermal and mechanical behavior of a new cold-formed steel floor system at room and elevated temperatures. A four-point bending test of such a floor assembly was performed at room temperature, and an efficient method to estimate the elastic rigidity and strength of the floor system was verified. The temperature progression of the floor section in a fire situation was well predicted based on the implicit finite difference method, taking into account the effects of ceiling materials falling off. A thermal-mechanical model was then developed by simplifying the floor system to a laterally restrained joist subject to constant vertical load and a non-uniform temperature distribution. The time-dependent vertical deflection of the floor joist was well predicted, whereas the response in the final stage of fire exposure was overestimated, probably due to the severe joist degradation and the neglected contribution of the autoclaved lightweight concrete subfloor. In addition, the fire-resistance time estimated by the simplified formula was found to compare well with the previous experimental results.

Get full access to this article

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

Acknowledgments

This research was supported by the National Natural Science Foundation of China (Grant No. 51508088), Natural Science Foundation of Jiangsu Province of China (Grant No. BK20150605), Priority Academic Program Development of Jiangsu Higher Education Institutions, Jiangsu Key Laboratory of Structure Engineering (Grant No. ZD1402), and Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering (Grant No. JSKL2014K04). The authors would also like to thank Professor Xu Ming, Associate Professor Xiao Shizhe, Mr. Zhao Mengyuan, and Mr. Yu Qiang for their kind assistance during the experiments.

References

Alfawakhiri, F. (2001). “Behavior of cold-formed-steel-framed walls and floors in standard fire resistance tests.” Ph.D. thesis, Carleton Univ., Ottawa, Canada.
Chen, W., Ye, J. H., Bai, Y., and Zhao, X. L. (2012). “Full-scale fire experiments on load-bearing cold-formed steel walls lined with different panels.” J. Constr. Steel Res., 79, 242–254.
Chen, W., Ye, J. H., Bai, Y., and Zhao, X. L. (2013). “Improved fire resistant performance of load bearing cold-formed steel interior and exterior wall systems.” Thin-Walled Struct., 73, 145–157.
Chen, W., Ye, J. H., Bai, Y., and Zhao, X. L. (2014). “Thermal and mechanical modeling of load-bearing cold-formed steel wall systems in fire.” J. Struct. Eng., A4013002.
Feng, M., and Wang, Y. C. (2005). “An experimental study of loaded full-scale cold formed thin-walled steel structural panels under fire conditions.” Fire Saf. J., 40(1), 43–63.
Feng, M., Wang, Y. C., and Davies, J. M. (2003). “Axial strength of cold-formed thin-walled steel channel under non-uniform temperatures in fire.” Fire Saf. J., 38(8), 679–707.
Gunalan, S., and Mahendran, M. (2013). “Finite element modelling of load-bearing cold-formed steel wall systems under fire conditions.” Eng. Struct., 56, 1007–1027.
Holman, J. P. (2010). Heat transfer, 10th Ed., McGraw-Hill Higher Education, Boston.
Keerthan, P., and Mahendran, M. (2012). “Numerical modeling of non-load-bearing light gauge cold-formed steel frame walls under fire conditions.” J. Fire Sci., 30(5), 375–403.
Kodur, V. K. R., and Sultan, M. A. (2006). “Factors influencing fire resistance of load-bearing steel stud walls.” Fire Technol., 42(1), 5–26.
Kolarkar, P. N. (2010). “Structural and thermal performance of cold-formed steel stud wall systems under fire conditions.” Ph.D. thesis, Queensland Univ. of Technology, QLD, Australia.
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.
Standardization Administration of the People’s Republic of China. (2009). “Rock wool slag wool and it’s products for thermal insulation.” GB/T11835, Beijing (in Chinese).
Sultan, M. A. (2010a). “Comparison of gypsum board fall-off in wall and floor assemblies.” 12th Int. Conf. on Fire Science and Engineering Conf., Interscience Communications, London, 1–6.
Sultan, M. A. (2010b). “Fire resistance of steel c-joist floor assemblies.” Fire Technol., 46(2), 375–405.
Ye, J. H., and Chen, W. (2013). “Elevated temperature material degradation of cold-formed steels under steady and transient state conditions.” J. Mater. Civ. Eng., 25(8), 947–957.
Ye, J. H., Chen, W., and Wang, Z. L. (2015). “Fire-resistance behavior of a newly developed cold-formed steel composite floor.” J. Struct. Eng., in press.
Young, D. (1971). Iterative solutions of large linear systems, Academic Press, New York.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 6June 2016

History

Received: May 14, 2015
Accepted: Nov 24, 2015
Published online: Feb 5, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 5, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Wei Chen, Ph.D. [email protected]
Lecturer, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). E-mail: [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. 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