Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates
Author:
Affiliation:
1. Structural Engineer, HDR Engineering, White Plains, NY 10604.
2. Professor and Director of Structures Laboratory, Dept. of Civil and Environmental Engineering, NJIT, Newark, NJ 07102 (corresponding author).
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%282005%299%3A2%28158%29
Reference11 articles.
1. American Concrete Institute (ACI. (1999). “Building code requirements for structural concrete.” ACI 318-99 Detroit.
2. Berset J.-D. (1992). “Strengthening of reinforced concrete beams for shear using FRP composites.” MS thesis Dept. of Civil and Environmental Engineering MIT.
3. Shear strengthening of reinforced concrete beams using externally applied composite fabrics;Chajes M. J.;ACI Struct. J.,1995
4. Hsu C. T. T. Bian H. T. and Jia Y. X. (1997). “Research for bond-slip using Sika’s Carbodur system.” Report to Sika Corporation NJIT Newark N.J.
5. Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members
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