Bond Stress-Slip Behavior: Case of GFRP Bars in Geopolymer Concrete-Reference-Cited by-同舟云学术

Bond Stress-Slip Behavior: Case of GFRP Bars in Geopolymer Concrete

Published:2015-01 Issue:1 Volume:27 Page:04014116
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Maranan Ginghis¹,Manalo Allan²,Karunasena Karu³,Benmokrane Brahim⁴

Affiliation:

1. Visiting Research Fellow, Centre of Excellence in Engineered Fibre Composites, Univ. of Southern Queensland, Toowoomba 4350, Australia.

2. Lecturer, Centre of Excellence in Engineered Fibre Composites, School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba 4350, Australia (corresponding author).

3. Associate Professor, School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba 4350, Australia.

4. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001046

Reference29 articles.

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

2. Aldred J. and Day J. (2012). “Is geopolymer concrete a sustainable alternative to traditional concrete?” 37th Conf. on Our World in Concrete & Structures CI-Premier Pte Singapore 1–14.

3. American Concrete Institute (ACI). (2004). “Guide test methods for FRPs for reinforcing or strengthening concrete structures.” ACI 440.03R-04 Farmington Hills MI 10–13.

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

5. Use of sand coating to improve bonding between GFRP bars and concrete

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