Fatigue Behavior of Externally Strengthened Concrete Beams with Fiber-Reinforced Polymers: State of the Art
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58105.
2. Associate Professor, Dept. of Civil Engineering, Royal Military College of Canada, Kingston ON, Canada K7K 7B4.
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%282008%2912%3A3%28246%29
Reference51 articles.
1. AASHTO. (2004). AASHTO LRFD bridge design specifications (SI units) 3rd Ed. American Association of State Highway and Transportation Officials Wahingston D.C.
2. ACI Committee. (1997). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215R-74 (reapproved 1997) ACI Farmington Hills Mich.
3. ACI Committee. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 ACI Farmington Hills Mich.
4. Aidoo J. Harries K. A. and Petrou M. F. (2004a). “Behaviour of reinforced concrete bridge girders retrofit with CFRP and subjected to monotonic and fatigue loading.” Proc. 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures (ACMBS-IV) (CD-ROM) Calgary AB Canada.
5. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders
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