Ageing Problems of GFRP Grids Used for Masonry Reinforcement

Article Preview

Abstract:

In this study, an effort was made to develop an experimental protocol to study the effects of accelerated ageing on GFRP (Glass Fiber-Reinforced Polymer) grids. The physic-mechanical properties of different types of glass FRP grids were investigated. GFRP specimens were subjected to environmental agents including freeze-thaw, high relative humidity, high temperature. Mechanical and physical tests were used to measure the retained properties and to observe the causes of damage and strength reduction. The experimental data showed that resin properties may strongly influence the durability of FRP reinforcement, environmental combined cycles did not take to significant damage of conditioned specimens; GFRP grids are sensitive to alkaline attack when resin does not provide adequate protection to fibers.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

413-420

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] H.V.S. Gangarao, P.V. Vijay, Aging of structural composites under varying environmental conditions. In: Proceedings of the third international symposium on non-metallic (FRP) reinforcement for concrete structures (FRPRCS-3), Sapporo, Japan, Oct. 14–16, 2, (1997).

DOI: 10.1007/bf02480431

Google Scholar

[2] T. Uomoto, Durability design of GFRP rods for concrete reinforcement. In: Proceedings of the sixth international symposium on FRP reinforcement for concrete structures (FRPRCS-6), Singapore, July 8–10, (2003) 37–50.

DOI: 10.1142/9789812704863_0003

Google Scholar

[3] V.M. Karbhari, J.M. Chin, D. Hunston, B. Benmokrane, T. Juska, R. Morgan, et al. Durability gap analysis for fiber–reinforced polymer composites in civil infrastructure. ASCE J Compos Constr. 7/3 (2003) 238–47.

DOI: 10.1061/(asce)1090-0268(2003)7:3(238)

Google Scholar

[4] K. Liao, C.R. Schultheisz, D.L. Hunston, Effects of environmental aging on the properties of pultruded GFRP. Composites B 30 (1999) 485–93.

DOI: 10.1016/s1359-8368(99)00013-x

Google Scholar

[5] W. Chu, L. Wu, V.M. Karbhari, Durability evaluation of moderate temperature cured E-glass/vinylester systems. Comp Struct 66 (2004) 367–76.

DOI: 10.1016/j.compstruct.2004.04.058

Google Scholar

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

DOI: 10.1002/pse.205

Google Scholar

[7] F. Micelli, A. Nanni, Durability of FRP rods for concrete structures. Constr Build Mater 18 (2004) 491–503.

DOI: 10.1016/j.conbuildmat.2004.04.012

Google Scholar

[8] Y. Chen, J.F. Davalos, I. Ray, H.Y. Kim, Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures. Comp Struct 78 (2007) 101–11.

DOI: 10.1016/j.compstruct.2005.08.015

Google Scholar

[9] A. Abbasi, P.J. Hogg, Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete. Composites B 36 (2005) 394–404.

DOI: 10.1016/j.compositesb.2005.01.006

Google Scholar

[10] B. Abdel-Magid, S. Ziaee, K. Gass, M. Schneider, The combined effects of load, moisture and temperature on the properties of E-glass/epoxy composites. Comp Struct 71 (2005) 320–26.

DOI: 10.1016/j.compstruct.2005.09.022

Google Scholar

[11] B. Benmokrane, P. Wang, T.M. Ton-That, H. Rahman, J.F. Robert, Durability of glass fiber–reinforced polymer reinforcing bars in concrete environment. ASCE J Compos Constr 6, 3 (2002) 143–53.

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

Google Scholar

[12] G. Nkurunziza, B. Benmokrane, A.S. Debaiky, R. Masmoudi, Effect of creep and environment on long-term tensile properties of glass FRP reinforcing bars. In: Proceedings of the fourth international conference on advanced composite materials in bridges and structures (ACMBS), Calgary, Canada, July 20–23, (2004).

Google Scholar

[13] A. Katz, N. Berman, L.C. Bank, Effect of high temperature on bond strength of FRP rebars. ASCE J Compos Constr 3, 2 (1999) 73–81.

DOI: 10.1061/(asce)1090-0268(1999)3:2(73)

Google Scholar

[14] S.H. Alsayed, Y.A. Al-Salloum, T.H. Almusallam, Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures. Composites B 31 (2000) 555–67.

DOI: 10.1016/s1359-8368(99)00049-9

Google Scholar

[15] L. Van Den Einde, L. Zhao, F. Seiblec, Use of FRP composites in civil structural applications. Constr Build Mater 17 (2003) 389–403.

DOI: 10.1016/s0950-0618(03)00040-0

Google Scholar

[16] V.M. Karbhari, M.A. Abanilla, Design factors, reliability, and durability prediction of wet layup carbon/epoxy used in external strengthening. Composites Part B, 38 (2007) 10–23.

DOI: 10.1016/j.compositesb.2006.06.001

Google Scholar

[17] A. Avorio, A. Borri, M. Corradi, Ricerche per la ricostruzione: Iniziative a carattere tecnico e scientifico a supporto della ricostruzione, Dei ed., Tipografia del Genio Civile, Rome, (2003).

Google Scholar

[18] C.G. Papanicolaou, T.C. Triantafillou, M. Papathanasiou, K. Karlos, Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading. Materials and Structures, 41 (2008) 143–157.

DOI: 10.1617/s11527-007-9226-0

Google Scholar

[19] A. Prota, M. Marcari, G. Fabbrocino, G. Manfredi, C. Aldea, Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix–Grid Composites Journal of Composites for Construction, 10, 3 (2006) 223-233.

DOI: 10.1061/(asce)1090-0268(2006)10:3(223)

Google Scholar

[20] A. Borri, G. Castori, M. Corradi, R. Sisti, Masonry wall panels with GFRP and steel-cord strengthening subjected to cyclic shear: An experimental study. Construct and Building Mater, 56 (2014) 63-73.

DOI: 10.1016/j.conbuildmat.2014.01.056

Google Scholar

[21] M. Corradi, A. Borri, G. Castori, R. Sisti, Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids. Composites, part B; 64 (2014) 33-42.

DOI: 10.1016/j.compositesb.2014.03.022

Google Scholar

[22] ASTM D2247 - 11 Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity.

Google Scholar

[23] ASTM D3916 - 08 Standard Test Method for Tensile Properties of Pultruded Glass-Fiber-Reinforced Plastic Rod.

DOI: 10.1520/d3916-02

Google Scholar

[24] L.C. Bank, Composites for Construction : Structural Design with FRP Materials. · John Wiley & Sons, (2006).

Google Scholar