Analysis and Design Procedure for FRP-Strengthened Prestressed Concrete T-Girders Considering Strength and Fatigue
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.
2. Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.
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%282006%2910%3A5%28419%29
Reference18 articles.
1. AASHTO. (2004). LRFD bridge design specifications 3rd Ed. American Association of State Highway Transportation Officials Washington D.C.
2. ACI 318-05. (2005). “Building code requirements for structural concrete and commentary.” ACI Committee 318 American Concrete Institute Farmington Hills Mich.
3. ACI 440.2R-02. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440 American Concrete Institute Farmington Hills Mich.
4. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review
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