Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete
Author:
Affiliation:
1. Visiting Assistant Professor, Dept. of Civil Engineering, Lamar Univ., P.O. Box 10024, Beaumont, TX 77710.
2. Professor, Chair, Dept. of Civil Engineering, Lamar Univ., Box 10024, Beaumont, TX 77710.
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%291090-0268%282005%299%3A3%28203%29
Reference15 articles.
1. Bond strength and load distribution of composite GFRP reinforcing bars in concrete;Benmokrane B.;ACI Mater. J.,1996
2. FRP reinforcing bars in reinforced concrete members;Brown V. L.;ACI Mater. J.,1993
3. Characterization of FRP Rods as Near-Surface Mounted Reinforcement
4. Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening;De Lorenzis L.;ACI Struct. J.,2002
5. Bond of hooked glass fiber reinforced plastic (GFRP) reinforcing bars to concrete;Ehsani M. R.;ACI Mater. J.,1995
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