Design and Site Application of Prestressed Carbon-Fiber-Reinforced Polymer Sheets for Strengthening Concrete Structures
Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 6
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Acknowledgments
The ASCE Committee on Practices to Reduce Failures invited this article as part of the ASCE/TCFE Handbook on Practices to Reduce Failures and advised publication in the Journal of Performance of Constructed Facilities. The Natural Sciences and Engineering Research Council of Canada (NSERC), the Centres of Excellence through the Intelligent Sensing for Innovative Structures Network (ISIS Canada), and Queen’s University provided financial support to our research. The technical contents do not necessarily represent the opinion of the funding agencies.
References
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Kim, Y. J., Green, M. F., and Wight, R. G. (2010). “Bond and short-term prestress losses of prestressed composites for strengthening PC beams with integrated anchorage.” J. Reinf. Plast. Compos., 29(9), 1277–1294.
Kim, Y. J., Wight, R. G., and Green, M. F. (2008b). “Flexural strengthening of RC beams with prestressed CFRP sheets: Development of nonmetallic anchor systems.” J. Compos. Constr., 12(1), 35–43.
Kim, Y. J., Wight, R. G., and Green, M. F. (2008c). “Flexural strengthening of RC beams with prestressed CFRP sheets: Using non-metallic anchor systems.” J. Compos. Constr., 12(1), 44–52.
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© 2010 ASCE.
History
Received: May 13, 2010
Accepted: May 18, 2010
Published online: Nov 15, 2010
Published in print: Dec 2010
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