Design of Concrete Flexural Members Strengthened in Shear with FRP
Author:
Affiliation:
1. Member, ASCE
2. Asst. Prof., Dept. of Civ. Engrg., Univ. of Patras, Patras 26500, Greece. E-mail: ttriant@upatras.gr
3. Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Patras, Patras 26500, Greece.
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%282000%294%3A4%28198%29
Reference22 articles.
1. Antonopoulos C. P. ( 1996). “Shear strengthening of reinforced concrete structures using composite materials.” Diploma thesis Dept. of Civ. Engrg. University of Patras Patras Greece.
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 Vol. 1 Japan Concrete Institute Tokyo 515–522.
3. Berset J.-D. ( 1992). “Strengthening of reinforced concrete beams for shear using FRP composites.” MSc thesis Dept. of Civ. and Envir. Engrg. Massachusetts Institute of Technology Cambridge Mass.
4. Chajes M. J. Januska T. F. Mertz D. R. Thomson T. A. and Finch W. W. ( 1995). “Shear strengthening of reinforced concrete beams using externally applied composite fabrics.” ACI Struct. J. 92(3) 295–303.
5. Comité Euro-International du Béton (CEB). ( 1992). “Eurocode No. 2.” Design of concrete structures Lausanne France.
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