Assessing the Efficiency of CFRP Discrete Confinement Systems for Concrete Cylinders
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal (corresponding author).
2. Ph.D. Student, Dept. of Civil Engineering, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal.
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%3A2%28134%29
Reference18 articles.
1. Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study
2. Bond characterization between concrete substrate and repairing SFRC using pull-off testing
3. European Standards for Metalic Materials II. (1996). “Metallic materials: Tensile testing. Part: 1.” EN 10002-1.
4. Ferreira D. R. S. M. and Barros J. A. O. (2004). “Discrete and full confinement of concrete elements with CFRP sheets.” Technical Rep. No. 04-DEC/E-29 Dep. Civil Eng. Univ. of Minho Guimãres Portugal ⟨http://www.civil.uminho.pt/composites⟩ (in Portuguese).
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