Retrofit of a Three-Span Slab Bridge with Fiber Reinforced Polymer Systems—Testing and Rating
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, 765 Baldwin Hall, P.O. Box 210071, Cincinnati, OH 45221-0071.
2. Structural Engineer, LJB Incorporated, Dayton, OH.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282004%298%3A3%28241%29
Reference12 articles.
1. AASHTO. (1996). Standard specifications for highway bridges 16th Ed. Washington D.C.
2. AASHTO. (2000). Manual for condition evaluation of bridges—1994 2nd Ed. Washington D.C.
3. American Concrete Institute (ACI). (2001). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structure.” ACI 440 Detroit Mich.
4. International Federation for Structural Concrete (fib) (2001). “Design and use of externally bonded FRP reinforcement (FRP EBR) for reinforced concrete structures.” Final Draft Progress Rep. of fib EBR Group Lausanne Switzerland.
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