TECHNICAL PAPERS
Aug 3, 2010

Fire Performance of Water-Cooled GFRP Columns. I: Fire Endurance Investigation

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Publication: Journal of Composites for Construction
Volume 15, Issue 3

Abstract

Structural fire endurance experiments were conducted on full-scale cellular glass fiber-reinforced (GFRP) columns under axial compression and subjected to ISO834 fire exposure from one side. Unprotected columns can resist fire for more than 30 min, which is sufficient for occupants to be evacuated from smaller buildings. The closed cellular cross-section prevented the rapid heating of the webs, which could therefore continue stabilizing the face sheet on the cold side against buckling. Water cooling was proven to offer an effective active fire-protection system. The structural function of the column could be maintained for two hours. Previously developed models were capable of accurately predicting the time-dependent temperature responses, modulus degradation, and time to failure.

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Acknowledgments

The writers would like to thank the Swiss National Science Foundation for its financial support (Grant No. NSF-CH200020-117592/1), Mr. Russell Loveridge of the Laboratory for Architectural Production (LAPA), Ecole Polytechnique Fédérale de Lausanne (EPFL) for assistance with CNC cutting, and Martin Marietta Composites (Raleigh, North Carolina) for supplying the experimental materials.

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 15Issue 3June 2011
Pages: 404 - 412

History

Received: Dec 14, 2009
Accepted: Jul 28, 2010
Published online: Aug 3, 2010
Published in print: Jun 1, 2011

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Authors

Affiliations

Yu Bai
Ecole Polytechnique Fédérale de Lausanne (EPFL), Composite Construction Laboratory (CCLab), BP 2220, Station 16, CH-1015 Lausanne, Switzerland.
Erich Hugi
Empa, Swiss Federal Laboratories for Materials Testing and Research, Laboratory for Building Science and Technology, Ueberlandstrasse 129, CH-8600 Duebendorf, Switzerland.
Carsten Ludwig
Empa, Swiss Federal Laboratories for Materials Testing and Research, Laboratory for Building Science and Technology, Ueberlandstrasse 129, CH-8600 Duebendorf, Switzerland.
Thomas Keller [email protected]
Ecole Polytechnique Fédérale de Lausanne (EPFL), Composite Construction Laboratory (CCLab), BP 2220, Station 16, CH-1015 Lausanne, Switzerland (corresponding author). E-mail: [email protected]

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