Durability of FRP Concrete Bonds and Its Constituent Properties under the Influence of Moisture Conditions

Author:

Shrestha Justin1,Ueda Tamon2,Zhang Dawei3

Affiliation:

1. Ph.D. Candidate, Division of Engineering and Policy for Sustainable Environment, Graduate School of Engineering, Hokkaido Univ., Kita 13 Jo Nishi 8 Chome Kita-ku, Sapporo 060-8628, Japan.

2. Professor, Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido Univ., Kita 13 Jo Nishi 8 Chome Kita-ku, Sapporo 060-8628, Japan.

3. Associate Professor, Dept. of Civil Engineering, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Durability characterization of wet layup graphite/epoxy composites used in external strengthening;Abanilla M. A.;Compos. Part B: Eng.,2006

2. Investigation of the effect of surface preparation method and the degree of surface roughness on CFRP-concrete bonding and substrate strength;Al-Tamimi A.;Built Hum. Environ. Rev.,2011

3. ASTM. (2004a). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

4. ASTM. (2004b). “Test method for assignment of the glass transition temperatures by differential scanning calorimetry.” E1356-03 West Conshohocken PA.

5. Au C. (2005). “Moisture degradation in FRP bonded concrete systems: An interface fracture approach.” Doctoral dissertation Massachusetts Institute of Technology Cambridge MA.

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