Durability of GFRP Bars’ Bond to Concrete under Different Loading and Environmental Conditions-Reference-Cited by-同舟云学术

Durability of GFRP Bars’ Bond to Concrete under Different Loading and Environmental Conditions

Published:2011-06 Issue:3 Volume:15 Page:249-262
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alves Juliana¹²³,El-Ragaby Amr¹²³,El-Salakawy Ehab¹²³

Affiliation:

1. M.Sc. Student, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada.

3. Associate Professor and Canada Research Chair in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada R3T 5V6 (corresponding author).

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.1943-5614.0000161

Reference28 articles.

1. New Method for Testing Fiber-Reinforced Polymer Rods under Fatigue

2. Concrete Cover Failure in FRP Reinforced Beams under Thermal Loading

3. Evaluation of bond using FRP rods with axisymmetric deformations

4. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills MI 40.

5. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI 44.

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