Bond Between Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Laminate Strips and Concrete

Author:

de Sena Cruz José Manuel1,Oliveira de Barros Joaquim António2

Affiliation:

1. PhD Student, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4810-058 Guimarães, Portugal.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, 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

Reference36 articles.

1. Upgrading the transportation infrastructure: Solid RC decks strengthened with FRP;Alkhrdaji T.;Concr. Int.,1999

2. American Concrete Institute (ACI). ( 2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440 Farmington Hills Mich.

3. Barros J.A. O. and Dias S.J. E. ( 2003). “Shear strengthening of reinforced concrete beams with laminate strips of CFRP.” Proc. Int. Conf. of Composites in Construction D. Bruno G. Spadea and N. Swamy eds. Cosenza Italy 289–294.

4. Flexural Behavior of SFRC: Testing and Modeling

5. Barros J.A. O. and Fortes A.S. ( 2002). “Concrete beams reinforced with carbon laminates bonded into slits.” Proc. 5th Congreso de Métodos Numéricos en Ingeniería (CD-ROM) Madrid Spain.

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