Influence of Alkalinity and Ambient Temperature on Long-Term Properties of GFRP Reinforcement

Article Preview

Abstract:

The article deals with the current problem of determining long-term reliability of non-metallic reinforcement in concrete structures. The alkaline environment of concrete with a pH higher than 12.0 affects the glass fibres degradative, whereas this degradation presents by reduction of their mechanical characteristics, resulting in a decrease in the tensile strength of the whole composite. The article summarizes the results of the ongoing experimental program so far, which aims to quantify this influence.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

213-218

Citation:

Online since:

January 2018

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2018 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] L. C. Bank, Composites for construction: Structural design with FRP materials, New Jersey, (2006).

Google Scholar

[2] I. Laníková, P. Štěpánek, J. Venclovský, Optimization of a tunnel lining reinforced with FRP, Key Engineering Materials. 691 (2016) 148-159.

DOI: 10.4028/www.scientific.net/kem.691.148

Google Scholar

[3] M. Saafi, Effect of fire on FRP reinforced concrete members, Composite Structures. 58 (2002) 11–20.

DOI: 10.1016/s0263-8223(02)00045-4

Google Scholar

[4] M. Zlámal, A. Kučerová, P. Štěpánek, Effect of fire on FRP reinforced concrete structures, in: CESB 2013, PRAGUE, 2013, pp.493-498.

Google Scholar

[5] F. Girgle, L. Bodnárová, A. Kučerová, P. Janák, J. Prokeš, Experimental Verification of Behavior of Glass and Carbon Fibers in Alkali Environment, Key Engineering Materials. 677 (2016) 43-48.

DOI: 10.4028/www.scientific.net/kem.677.43

Google Scholar

[6] B. Benmokrane, P. Wang, T. M. Ton-That, H. Rahman, J. F. Robert, Durability of Glass Fiber-Reinforced Polymer Reinforcing Bars in Concrete Environment, J. Compos. Constr. 6 (2) (2002).

DOI: 10.1061/(asce)1090-0268(2002)6:3(143)

Google Scholar

[7] B. Benmokrane, F. Elgabbas, E. Ahmed, P. Cousin, Characterization and Comparative Durability Study of Glass/Vinylester, Basalt/Vinylester, and Basalt/Epoxy FRP Bars, J. Compos. Constr. 19 (6).

DOI: 10.1061/(asce)cc.1943-5614.0000564

Google Scholar

[8] V. M. Karbhari, (Ed. ), Durability of composites for civil structural applications, Elsevier, (2007).

Google Scholar

[9] V. Dejke, Durability of FRP reinforcement in concrete, Ph.D. thesis, Dept. of Building Material, Chalmers Univ. of Technology, Sweden, (2001).

Google Scholar

[10] Y. Chen, J. F. Davalos, I. Ray, H. Y. Kim, Accelerated aging tests for evaluation of durability performance of FRP reinforcing bars reinforcing bars for concrete structures, Compos. Struct. 78 (1), 101–111.

DOI: 10.1016/j.compstruct.2005.08.015

Google Scholar

[11] M. Robert, P. Wang, P. Cousin, B. Benmokrane, Temperature as an accelerating factor for long-term durability testing of FRPs: Should there be any limitations?, J. Compos. Constr. 14 (4) (2010), 361–367.

DOI: 10.1061/(asce)cc.1943-5614.0000102

Google Scholar

[12] ACI: Guide tets methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures, 440. 3R-12, Farmington Hills, Michigan, (2012).

Google Scholar

[13] CSA S806-12 – Design and construction of building structures with fibre-reinforced polymers, Canadian Standards Association (CSA), (2012).

Google Scholar

[14] ISO 10406-1: 2015, Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods - Part 1: FRP bars and grids; Geneva, Switzerland, (2008).

DOI: 10.3403/30356320

Google Scholar