Evaluation of Prestressed Concrete Girders Strengthened with Carbon Fiber Reinforced Polymer Sheets
Author:
Affiliation:
1. Bridge Designer, Kansas Dept. of Transportation, Docking State Office Building, Topeka, KS 66612.
2. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282004%299%3A2%28185%29
Reference12 articles.
1. Alkhradaji T. Nanni A. and Mayo R. (2000). “Upgrading Missouri transportation infrastructure: Solid reinforced-concrete decks strengthened with fiber-reinforced polymer systems.” Transportation Research Record 1740 Transportation Research Board National Academy Press Washington D.C. 157–163.
2. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway Bridges 16th Ed. American Association of State Highway Transportation Officials Washington D.C.
3. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 and Commentary ACI 318R-02 American Concrete Institute Farmington Mills Mich.
4. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets
5. Dussek I. (1987). “Strengthening of bridge beams by means of epoxy-resin-bonded external reinforcement.” Transportation Research Record 785 Transportation Research Board Washington D.C. 21–24.
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