FORUM
Nov 15, 2010

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
First page of PDF

Get full access to this article

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

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

American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R–08, Farmington Hills, Mich.
Bakis, C. E., et al. (2002). “Fiber-reinforced polymer composites for construction—State-of-the-art review.” J. Compos. Constr., 6(2), 73–87.
Canadian Standards Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA S6–00, Toronto, Canada.
El-Hacha, R., Wight, R. G., and Green, M. F. (2001). “Prestressed fibre-reinforced polymer laminates for strengthening structures.” Prog. Struct. Eng. Mater. J., 3(2), 111–121.
Kim, Y. J., Green, M. F., and Fallis, G. J. (2008a). “Repair of bridge girder damaged by impact loads with prestressed CFRP sheets.” J. Bridge Eng., 13(1), 15–23.
Kim, Y. J., Green, M. F., Fallis, G. J., Wight, R. G., and Eden, R. (2006). “Damaged bridge girder strengthening: Field application of prestressed fiber-reinforced polymer sheets.” Concr. Int., 28(11), 47–52.
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.
Meier, U. (1995). “Strengthening of structures using carbon fibre/epoxy composites.” Constr. Build. Mater., 9(6), 341–351.
Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L. (2003). “Behavior and strength of FRP-strengthened RC structures: A state-of-the-art review.” Proc. Inst. Civ. Eng., Struct. Build., 156(1), 51–62.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 24Issue 6December 2010
Pages: 495 - 496

History

Received: May 13, 2010
Accepted: May 18, 2010
Published online: Nov 15, 2010
Published in print: Dec 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Yail J. Kim
Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58108. E-mail: [email protected]
R. Gordon Wight
Dept. of Civil Engineering, Royal Military College of Canada, Kingston, ON K7K 7B4, Canada.
Mark F. Green
Dept. of Civil Engineering, Queen’s Univ., Kingston, ON K7L 3N6, Canada.

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.

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