Bond Behavior of GFRP-Concrete Under Long-term Exposure to Aggressive Environments
Author:
Affiliation:
1. Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, P. R. China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/12/18_730/_pdf
Reference39 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, (2004). “ACI 440.3R-04: Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” Farmington Hills, Michigan, USA: American Concrete Institute.
3. 3) Altalmas, A., Refai, A. and Abed, F., (2015). “Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions.” Construction and Building Materials, 81, 162-171.
4. 4) ASTM, (2014). “ASTM D665-14e1: Standard test method for rust-preventing characteristics of inhibited mineral oil in the presence of water.” West Conshohocken, Pennsylvania, USA: American Society for Testing and Materials.
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: Engineering, 40, 784-797.
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