Durability of Adhesively Bonded FRP-to-Concrete Joints

Author:

Aydin Hasret1,Gravina Rebecca J.2,Visintin Phillip3

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Chemical Engineering, RMIT Univ., VIC 3000, Australia.

2. Associate Professor, School of Civil, Environmental and Chemical Engineering, RMIT Univ., VIC 3000, Australia (corresponding author).

3. Lecturer, School of Civil, Environmental and Mining Engineering, Adelaide Univ., SA 5005, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference101 articles.

1. Abbas B. M. M. (2010). “Durability of CFRP-concrete bond under sustained load in harsh environment.” Ph.D. thesis Monash Univ. Melbourne Australia.

2. Adelzadeh M. (2013). “Structural and thermal behaviour of insulated FRP-strengthened reinforced concrete beams and slabs in fire.” Ph.D. thesis Queen’s Univ. Kingston Ontario Canada.

3. Alfar A. (2006). “Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salts.” Ph.D. thesis Technische Universität Braunschweig Amman Jordan.

4. Effect of sulfates on bond behavior between carbon fiber reinforced polymer sheets and concrete

5. A study of the use of high functionality-based resin for bonding between CFRP and concrete under harsh environmental conditions

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