Fiber Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams with Transverse Steel Reinforcement
Author:
Affiliation:
1. PhD, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.
2. Full Professor, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.
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%282002%296%3A2%28104%29
Reference19 articles.
1. American Concrete Institute (ACI) Committee 318. (1999). “Building code requirements for reinforced concrete.” ACI 318-99 Farmington Hills Mich.
2. Araki N. Matsuzaki Y. Nakano K. Kataoka T. and Fukuyama H. (1997). “Shear capacity of retrofitted RC members with continuous fiber sheets.” Non-metallic (FRP) reinforcement for concrete structures Proc. 3rd Int. Symposium Vol. 1 Japan Concrete Institute Tokyo 515–522.
3. Bernardini A. Modena C. and Pellegrino C. (1999). “Shear failure of HSC beams.” Proc. AICAP ’99 Vol. 2 AICAP Rome 67–76 (in Italian).
4. Shear Strengthening of RC Beams by Externally Bonded Side CFRP Strips
5. Shear strengthening of reinforced concrete beams using externally applied composite fabrics.;Chajes M.;ACI Struct. J.,1995
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