Technical Papers
Jun 11, 2018

Experimental Study of Metal Roof Decking Systems Subject to Tornado-Borne Debris Impact

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 4

Abstract

Wind-borne debris is a major threat to the integrity of building envelope during hurricanes, tornadoes, and other high-wind events. This paper details the process and outcomes of a series of debris impact tests on different metal roof decking systems. The test assemblies were built with two deck types and two support types and impacted by wood missiles at different velocities and locations. The test protocol was consistent with the industry guidelines for safe rooms and storm shelters. Deformation of metal deck was increased with impact velocity, and impact locations farther away from support exhibited larger deformations. At lower impact velocities, assemblies with hollow steel sections (HSS) support tended to incur larger deformation than those with joist support at near-support locations but less deformation at away-from-support locations. To overcome the limitation of the experiment, future finite-element analysis studies are proposed to investigate a wider range of impact velocities and locations along with additional structural parameters of the metal roof decking system.

Get full access to this article

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

Acknowledgments

This paper is based on work supported by the AISC and the National Science Foundation (NSF) under Grant No. CMMI-1400224. Their generous support is greatly appreciated. Any opinions, findings, conclusions, or recommendations expressed in this paper are those of the authors and do not necessarily reflect the views of these sponsors. The authors thank Seyed Saeed Ahmadisoleymani for drafting Figs. 4 and 5 and Dr. Ernst Kiesling of Texas Tech University for initiating the project.

References

Abrate, S. 2011. Vol. 526 of Impact engineering of composite structures. Berlin: Springer Science & Business Media.
ASTM. 2013. Standard test method for performance of exterior windows, curtain walls, doors, and impact protective systems impacted by missile(s) and exposed to cyclic pressure differentials. ASTM E1886-13a. West Conshohocken, PA: ASTM.
Atlas Roofing. 2015. Nailable insulation guide. Atlanta: Atlas Roofing.
Cantwell, W., and J. Morton. 1989. “Comparison of the low and high velocity impact response of CFRP.” Composites 20 (6): 545–551. https://doi.org/10.1016/0010-4361(89)90913-0.
Chen, W., and H. Hao. 2015. “Performance of structural insulated panels with rigid skins subjected to windborne debris impacts-experimental investigations.” Constr. Build. Mater. 77: 241–252. https://doi.org/10.1016/j.conbuildmat.2014.12.112.
Chen, W., H. Hao, and H. Du. 2014. “Failure analysis of corrugated panel subjected to windborne debris impacts.” Eng. Fail. Anal. 44: 229–249. https://doi.org/10.1016/j.engfailanal.2014.05.017.
FBC (Florida Building Commission). 2014. Florida building code, building. Tallahassee, FL: FBC.
FEMA. 2015. Safe rooms for tornadoes and hurricanes: Guidance for community and residential safe rooms. FEMA P-361. Washington, DC: FEMA.
Fernandez, G., F. J. Masters, and K. R. Gurley. 2010. “Performance of hurricane shutters under impact by roof tiles.” Eng. Struct. 32 (10): 3384–3393. https://doi.org/10.1016/j.engstruct.2010.07.012.
Frye, U., J. Ginger, and P. Mullins. 2009. “Response of cladding to windborne debris impact.” In Proc., 7th Asia-Pacific Conf. on Wind Engineering. Taipei, Taiwan: Chinese Taiwan Association for Wind Engineering.
ICC (International Code Council). 2014. ICC/NSSA standard for the design and construction of the storm shelters. ICC 500. Country Club Hills, IL: ICC.
Kuligowski, E. D., F. T. Lombardo, L. T. Phan, M. L. Levitan, and D. P. Jorgensen. 2014. Final report, National Institute of Standards and Technology (NIST) technical investigation of the May 22, 2011, tornado in Joplin, Missouri. Gaithersburg, MD: NIST.
NCEI (National Centers for Environmental Information). n.d. “US tornado climatology.” Accessed June 8, 2017. https://www.ncdc.noaa.gov/climate-information/extreme-events/us-tornado-climatology.
NRC (Nuclear Regulatory Commission). 2007. Design-basis tornado and tornado missiles for nuclear power plants. Regulatory Guide 1.76. Washington, DC: NRC.
NWS (National Weather Service). 2011. “NWS central region service assessment Joplin, Missouri, Tornado—May 22, 2011.” Accessed June 8, 2017. https://repository.library.noaa.gov/view/noaa/6576.
Ross, B. E., R. O. Roper, and S. Atamturktur. 2016. “Detailing steel roof decks to control damage from wind-borne debris impact.” Pract. Period. Struct. Des. Constr. 21 (1): 04015010. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000268.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 4August 2018

History

Received: Oct 8, 2017
Accepted: Mar 14, 2018
Published online: Jun 11, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 11, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409 (corresponding author). Email: [email protected]
Daan Liang, Ph.D. [email protected]
P.E.
Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409. Email: [email protected]
Larry Tanner, M.ASCE [email protected]
P.E.
Research Assistant Professor, Debris Impact Facility, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409. Email: [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