Influence of Long-Term Exposure in the Concrete of FRP Rebars on Bond Characteristics

Abstract:

Article Preview

The current experimental research is devoted to comparison of bond glass fiber reinforced plastic with concrete before and after long-term (quarter year, half year and one year) exposure in the concrete on the air and in the water. The comparative analysis of experimental results was performed.

Info:

Periodical:

Solid State Phenomena (Volume 263)

Edited by:

Prof. Haider F. Abdul Amir

Pages:

3-6

Citation:

A. Benin et al., "Influence of Long-Term Exposure in the Concrete of FRP Rebars on Bond Characteristics", Solid State Phenomena, Vol. 263, pp. 3-6, 2017

Online since:

September 2017

Export:

Price:

$38.00

* - Corresponding Author

[1] G. Nkurunziza, A. Debaiky, P. Cousin and B. Benmokrane: Durability of GFRP bars: A critical review of the literature, Prog. Struct. Engng Mater., 7, 194–209 (2005).

DOI: https://doi.org/10.1002/pse.205

[2] V.M. Karbhari: Durability of FRP Composites for Civil Infrastructure – Myth, Mystery or Reality, Advances in Structural Engineering, Vol. 6, No. 3, pp.243-255 (2003).

DOI: https://doi.org/10.1260/136943303322419250

[3] J. Wang, H. GangaRao, R. Liang, D. Zhou, W. Liu, Y. Fang: Durability of glass fiber-reinforced polymer composites under the combined effects of moisture and sustained loads, Journal of Reinforced Plastics and Composites, Vol. 34, No. 21, pp.1739-1754 (2015).

DOI: https://doi.org/10.1177/0731684415596846

[4] J. -G. Dai, H. Yokota, M. Iwanami and E. Kato: Experimental Investigation of the Influence of Moisture on the Bond Behavior of FRP to Concrete Interfaces, Journal of Composites for Construction, Vol. 14, No. 6, pp.834-844 (2010).

DOI: https://doi.org/10.1061/(asce)cc.1943-5614.0000142

[5] J. Shrestha, T. Ueda and D. Zhang: Durability of FRP Concrete Bonds and Its Constituent Properties under the Influence of Moisture Conditions, Journal of Materials in Civil Engineering, Vol. 27, No. 2, A4014009 (2014).

DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0001093

[6] J. -P. Won and C. -G. Park: Effect of Environmental Exposure on the Mechanical and Bonding Properties of Hybrid FRP Reinforcing Bars for Concrete Structures, Journal of Composite Materials, Vol. 40, No. 12 (2006).

DOI: https://doi.org/10.1177/0021998305057362

[7] S.U. Al-Dulaijan, M.M. Al-Zahrani, A. Nanni, C.E. Bakis and T.E. Boothby: Effect of Environmental Pre-Conditioning on Bond of FRP Reinforcement to Concrete, Journal of Reinforced Plastics and Composites, Vol. 20, No. 10, pp.881-900 (2001).

DOI: https://doi.org/10.1177/073168401772678986

[8] A. Benin, G. Bogdanova, S. Semenov: Experimental Study and Mathematical Modeling of Bond of Different Types Winding Glass-Plastic Reinforcement with Concrete, Applied Mechanics and Materials, Vol. 617, pp.215-220 (2014).

DOI: https://doi.org/10.4028/www.scientific.net/amm.617.215

[9] A. Benin, A. Semenov, S. Semenov: Fracture simulation of reinforced concrete structures with account of bond degradation and concrete cracking under steel corrosion, in: Advances in Civil Engineering and Building Materials, edited by Shuenn-Yih Chang, Suad Khalid Al Bahar and Jingying Zhao, pp.233-237 (2012).

DOI: https://doi.org/10.1201/b13165-49

[10] A. Benin, S. Semenov, G. Bogdanova: The Experimental Study of Concrete Beams Reinforced with Different Types of Bars Carrying Capacity, MATEC Web of Conferences, Vol. 53, 01047 (2016).

DOI: https://doi.org/10.1051/matecconf/20165301047

Fetching data from Crossref.
This may take some time to load.