OTHER TECHNICAL PAPERS
Oct 5, 2010

Quantification of Uplift Resistance of Adhesive-Applied Low-Slope Roof Configurations Subjected to Tensile Loading Test Protocol

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 6

Abstract

The Adhesive-Applied Roofing System (AARS) is a new generation of built-up roofs gaining popularity in North American low-slope application. AARS uses no fasteners, and all components (e.g., steel deck, vapor barrier, insulation board, cover board, and membrane) are integrated by application of adhesives. Although AARS has been in use, existing standards address only mechanically attached or bonded roof assemblies. To quantify the wind-uplift performance of the AARS, an industry–university–government collaborative research project, Development of Wind Uplift Standard for Adhesive-Applied Low-Slope Roofing System, has been initiated. The project has three major tasks: experimental investigation, formulation of a numerical model, and development of wind design guide and standards. Task 1 developed test protocols to quantify the uplift and peel resistance of small-scale AARS specimens respectively subjected to tensile and shear loading. Using the standardized tensile test parameters, this paper identifies the effect of material combinations and variation in the adhesive applications on the uplift resistance of AARS subjected to tensile loading. This parametric study not only verified the applicability of the developed tensile test method for variations in the configurations, but it also identified the weakest link in AARS. Data from this small-scale testing can facilitate industries to optimize the material combinations such that it can be correlated with the systems wind uplift resistance.

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Acknowledgments

The authors would like to acknowledge the contributions of the Natural Sciences and Engineering Research Council (NSERCNSERC), Bakor Inc., IKO Industries Ltd., Soprema Inc., Tremco Inc., and the Roofing Contractor Association of British Columbia. The assistance of Sharon Dixon and Bona Murty during the manuscript preparations is appreciated.

References

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Baskaran, A., Current, J., Murty, B., Tanaka, H., and Wu, J. (2010). “Fastener-free low-slope roofing systems: Can they resist wind uplifts?” Proc., 25th RC Int. Convention Trade Show, RCI, Orlando, FL, 1–11.
Baskaran, A., Current, J., and Tanaka, H. (2011). “A test protocol to quantify the uplift resistance of adhesive applied roofing systems subjected to tensile loading.” J. Test. Eval., 39(3),.
Canadian Standards Association (CSA). (2010). “Standard test method for the dynamic wind uplift resistance of mechanically attached membrane roofing systems.” CSA A123.21-10, Mississauga, ON, Canada.
Current, J. (2009). “Development of uplift test method for adhesive applied roofing systems.” M.S. thesis, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa.
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Murty, B. (2009). “Wind uplift performance evaluation of adhesive applied roofing systems.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa.
Murty, B., Current, J., Davelay, C., Baskaran, A., and Tanaka, H. (2008a). “Wind uplift resistance data for adhesive applied roofing systems: Part 3.” Research Rep., Institute for Research in Construction, National Research Council Canada, Ottawa, 1–180.
Murty, B., Current, J., Wu, J., Baskaran, A., and Tanaka, H. (2008b). “Wind uplift resistance data for adhesive applied roofing systems: Part 2.” Research Rep., Institute for Research Construction, National Research Council Canada, Ottawa, 1–180.
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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 6June 2011
Pages: 903 - 914

History

Received: Feb 3, 2010
Accepted: Oct 1, 2010
Published online: Oct 5, 2010
Published in print: Jun 1, 2011

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Authors

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A. Baskaran, M.ASCE [email protected]
National Research Council of Canada, 1200 Montreal Road, Ottawa, Canada, K1A 0R6 (corresponding author). E-mail: [email protected]
Formerly Graduate Student, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, Canada, K1N 6N5. E-mail: [email protected]
B. Martín-Pérez [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, Canada, K1N 6N5. E-mail: [email protected]
Professor Emeritus, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, Canada, K1N 6N5. E-mail: [email protected]

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