Bond of GFRP Bars in Concrete: Experimental Study and Analytical Interpretation-Reference-Cited by-同舟云学术

Bond of GFRP Bars in Concrete: Experimental Study and Analytical Interpretation

Published:2006-10 Issue:5 Volume:10 Page:381-391
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tastani S. P.¹²,Pantazopoulou S. J.¹²

Affiliation:

1. Civil Engineer, Ph.D. Candidate, Dept. of Civil Engineering.,Laboratory of Reinforced Concrete, Demokritus Univ. of Thrace (DUTh), Xanthi 67100, Greece.

2. Professor, Dept. of Civil Engineering, Laboratory of Reinforced Concrete, Demokritus Univ. of Thrace, Xanthi 67100, Greece.

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%282006%2910%3A5%28381%29

Reference13 articles.

1. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions

2. American Concrete Institute (ACI). (2001). “Guide for the design and construction or concrete reinforced with FRP bars.” ACI 440.1R-01 ACI Committee 440 Farmington Hills Mich.

3. Analysis of bonding mechanisms of smooth and lugged FRP rods embedded in concrete

4. Bond strength and load distribution of composite GFRP reinforcing bars in concrete;Benmokrane B.;ACI Mater. J.,1996

5. Cairns J. and Plizzari G. A. (2002). “Do we need a standard test for bond?” Proc. Bond in Concrete—From Research to Standards L. Balazs J. M. Bartos J. Cairns and A. Borosnyoi eds. fib (federation internationale du beton) Budapest 259–267.

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