Empirical FRP-Concrete Bond Strength Model for Externally Bonded Reinforcement on Grooves
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran (corresponding author).
2. Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran.
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.1943-5614.0000924
Reference35 articles.
1. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete
2. Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading
3. Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading
4. Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV)
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