Experimental Study of Bond Behavior of CFRP-to-Brick Joints

Author:

Rotunno Tommaso1,Rovero Luisa2,Tonietti Ugo3,Bati Silvia Briccoli4

Affiliation:

1. Assistant Professor, Dept. of Architecture (Materials and Structures), Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy (corresponding author).

2. Assistant Professor, Dept. of Architecture (Materials and Structures), Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy.

3. Associate Professor, Dept. of Architecture (Materials and Structures), Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy.

4. Full Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, Via Santa Marta 3, 50139 Florence, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference28 articles.

1. Bond analysis of masonry structures strengthened with CFRP sheets

2. Aiello M. A. Sciolti S. M. and Triantafillou T. C. (2007). “FRP-strengthened masonry: Bond aspect.” 8th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures FRPRCS-8 Univ. of Patras Patras Greece.

3. Experimental investigation on the thermal and mechanical properties of nanoclay-modified adhesives used for bonding CFRP to concrete substrates

4. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills MI.

5. ASTM. (2003). “Standard test method for tensile properties of plastics.” D638-03 West Conshohocken PA.

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