TECHNICAL PAPERS
Sep 23, 2010

Role of Insulation Effectiveness on Fire Resistance of Steel Structures under Extreme Loading Events

Publication: Journal of Performance of Constructed Facilities
Volume 25, Issue 4

Abstract

Fire performance of steel structures is highly dependent on the effectiveness of applied fire insulation. However, insulation materials are susceptible to damage under extreme loading events. A state-of-the-art review on the role of insulation damage on fire resistance of steel structures is presented. Parametric studies on a six-story steel-framed building were carried out to illustrate the effect of insulation damage on fire response of a steel structure. In the analysis, realistic fire scenarios, loading, and failure criteria were taken into consideration. Analysis results indicate that the fire resistance of a steel-framed structure is significantly influenced by the extent of insulation loss, type of fire scenario, and level of lateral load. Insulation damage causes faster deterioration in the structural response of framed buildings under the combined effect of fire and lateral loading. The need for accounting for any insulation damage, arising under extreme loading events, in fire design of steel-framed structures is highlighted, and a performance-based design strategy incorporating fire resistance analysis is discussed.

Get full access to this article

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

Acknowledgments

The writers wish to acknowledge the support of Michigan State University through a Strategic Partnership Grant (Award #71-4434). Any opinions, findings, conclusions, or recommendations expressed in this paper are those of the writers and do not necessarily reflect the views of the sponsors.

References

American Sprayed Fiber, Inc. (2008). Dendamix user’s manual, Crown Point, IN.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE-07-10, Reston, VA.
ASTM. (2005). “Standard test method for cohesion/adhesion of sprayed fire-resistive materials applied to structural members.” ASTM E736, West Conshohocken, PA.
ASTM. (2008). “Standard test method for fire tests of building construction and materials.” ASTM E119-00a, West Conshohocken, PA.
Dwaikat, M. M. S., Kodur, V. K. R., Quiel, S. E., and Garlock, M. E. M. (2011). “Experimental behavior of steel beam-columns subjected to fire-induced thermal gradients.” J. Constr. Steel Res., 67(1), 30–38.
European Committee for Standardization (CEN). (2005a). “Eurocode 1: Actions on structures—Part 1-2: General actions—Actions on structures exposed to fire.”EN 1991-1-2:2005, Brussels, Belgium.
European Committee for Standardization (CEN). (2005b). “Eurocode 3: Design of steel structures—Part 1.2: General rules—Structural fire design.” EN 1993-1-2:2005, Brussels, Belgium.
FEMA. (2002). “World Trade Center building performance study.”FEMA Rep. No. 403, Washington, DC.
Fontana, M, and Knobloch, M. (2004). “Fire resistance of steel columns with partial loss of fire protection.” Proc., IABSE Symp., Metropolitan Habitats and Infrastructure, IABSE Report, Vol. 88, International Association for Bridge and Structural Engineering (IABSE), Zürich, Switzerland.
International Code Council (ICC). (2006). International Building Code, Washington, DC.
ISOLATEK Int. (2008). “CAFCO user’s manual.” Stanhope, NJ.
Kang, Y., Hadjisophocleous, G. V., and Khoo, H. A. (2006). “The effect of partial fire protection loss on the fire resistance reduction of steel beams.” Proc., 4th Int. Workshop on Structures in Fire, Univ. of Avero, Avero, Portugal, 63–74.
Li, G. Q., and Wang, W. Y. (2008). “Experimental behavior of steel columns with partial damage of fire retardant coating in fire.” Proc., 5th Int. Workshop on Structures in Fire, Nanyang Technological Univ., Singapore.
Lipton, E. (2008). Agency fights building code born of 9/11, New York Times, New York, NY. 〈http://www.nytimes.com/2008/09/08/washington/08codes.html〉 (Sep. 7, 2008).
Milke, J. A., Ryder, N., and Wolin, S. (2003). “Analyses of the impact of loss of spray-applied fire protection on the fire resistance of steel columns.” Fire Saf. Sci., 7, 1025–1036.
NIST National Construction Safety Team (NCST). (2005). “NIST National Construction Safety Team Act Report (NCSTAR) 1: Final report on the collapse of the World Trade Center Towers.” Washington, DC.
Pessiki, S., Kwon, K., and Lee, B. J. (2006). “Fire load behavior of steel building columns with damaged spray-applied fire resistive material.” Proc., 4th Int. Workshop on Structures in Fire, Univ. of Avero, Avero, Portugal, 235–245.
Ryder, N. L., Wolin, S. D., and Milke, J. A. (2002). “An investigation of the reduction in fire resistance of steel columns caused by loss of spray-applied fire protection.” J. Fire. Prot. Eng., 12(1), 31–44.
Rzeznik, M. J. (2006). “SFRM commissioning and field testing.” Fire Prot. Eng., 〈http://www.fpemag.com〉 (Jan. 20, 2006).
SAFIR [Computer software]. University of Liège, Liège, Belgium. 〈http://www.argenco.ulg.ac.be/logiciels/SAFIR/what.html〉 (Jun. 17, 2011).
Society of Fire Protection Engineers (SFPE). (2004). “SFPE standard on calculating fire exposures to structures.” Bethesda, MD.
Tomecek, D. V., and Milke, J. A. (1993). “A study of the effect of partial loss of protection on the fire resistance of steel columns.” Fire Technol., 29(1), 3.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 25Issue 4August 2011
Pages: 277 - 286

History

Received: Dec 9, 2009
Accepted: Sep 9, 2010
Published online: Sep 23, 2010
Published in print: Aug 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Dept. of Civil and Environmental Engineering, Michigan State Univ., 3580 EB, East Lansing, MI 48824. E-mail: [email protected]
Venkatesh Kodur, F.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 3580 EB, East Lansing, MI 48824 (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