Durability Performances of Carbon Fiber–Reinforced Polymer and Concrete-Bonded Systems under Moisture Conditions-Reference-Cited by-同舟云学术

Durability Performances of Carbon Fiber–Reinforced Polymer and Concrete-Bonded Systems under Moisture Conditions

Published:2016-10 Issue:5 Volume:20 Page:04016023
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Shrestha Justin¹,Zhang Dawei²,Ueda Tamon³

Affiliation:

1. Division of Engineering and Policy for Sustainable Environment, Graduate School of Engineering, Laboratory of Engineering for Maintenance System, Hokkaido Univ., Sapporo, Hokkaido 060-8628, Japan.

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

3. Professor, Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Laboratory of Engineering for Maintenance System, Hokkaido Univ., Sapporo, Hokkaido 060-8628, Japan.

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%29CC.1943-5614.0000674

Reference22 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

2. ACI (American Concrete Institute). (2015). “Guide to accelerated conditioning protocols for durability assessment of internal and external fiber-reinforced polymer (FRP) reinforcement.” ACI 440.9R-15 Farmington Hills MI.

3. Durability of the bond between CFRP plates and concrete exposed to harsh environments;Al-Tamimi A. K.;J. Mater. Civ. Eng.,2014

4. Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture

5. Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays

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