Effect of Bond Property Between CFRP Bar and Concrete on Nonlinear Behavior of Circular CFRP Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Effect of Bond Property Between CFRP Bar and Concrete on Nonlinear Behavior of Circular CFRP Reinforced Concrete Beams

Published:2023-05-20 Issue:5 Volume:21 Page:380-391
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Rabotovao Mamy A.¹,Miki Tomohiro¹

Affiliation:

1. Department of Civil Engineering, Kobe University, Kobe, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/5/21_380/_pdf

Reference20 articles.

1. 1) Achillides, Z. and Pilakoutas, K., (2004). “Bond behavior of fiber reinforced polymer bars under direct pullout conditions.” Journal of Composites for Construction, 8(2), 173-181.

2. 2) ACI, (2015). “Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars (ACI440.1R-15).” Farmington Hills, Michigan, USA: American Concrete Institute.

3. 3) Aiello, M. A., Leone, M. and Pecce, M., (2007). “Bond performances of FRP rebars-reinforced concrete.” Journal of Materials in Civil Engineering, 19(3), 205-213.

4. 4) ASTM, (2020). “Standard test method for bond strength of fiber reinforced polymer matrix composite bars to concrete by pullout testing (ASTM D7913).” West Conshohocken, Pennsylvania, USA: ASTM International.

5. 5) Baena, M., Torres, L., Turon, A. and Barris, C., (2009). “Experimental study of bond behaviour between concrete and FRP bars using a pull-out test.” Composites Part B, 40(8), 784-797.

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