Alkali-resistant glass fiber reinforced high strength concrete in simulated aggressive environment

Authors

DOI:

https://doi.org/10.3989/mc.2018.13216

Keywords:

Fibre reinforcement, Glass, Sulphate attack, X-ray Diffraction (XRD), Scanning Electron Microscopy (SEM)

Abstract


The durability of the alkali-resistant (AR) glass fiber reinforced concrete (GFRC) in three simulated aggresive environments, namely tropical climate, cyclic air and seawater and seawater immersion was investigated. Durability examinations include chloride diffusion, gas permeability, X-ray diffraction (XRD) and scanning electron microscopy examination (SEM). The fiber content is in the range of 0.6 % to 2.4 %. Results reveal that the specimen containing highest AR glass fiber content suffered severe strength loss in seawater environment and relatively milder strength loss under cyclic conditions. The permeability property was found to be more inferior with the increase in the fiber content of the concrete. This suggests that the AR glass fiber is not suitable for use as the fiber reinforcement in concrete is exposed to seawater. However, in both the tropical climate and cyclic wetting and drying, the incorporation of AR glass fiber prevents a drastic increase in permeability.

Downloads

Download data is not yet available.

References

Neville, A. (2004). The confused world of sulfate attack on concrete. Cem. Concr. Res. 34 [8], 1275–1296. https://doi.org/10.1016/j.cemconres.2004.04.004

Ma?olepszy, J.; Grabowska, E. (2015). Sulphate Attack Resistance of Cement with Zeolite Additive. Procedia Eng. 108, 170–176. https://doi.org/10.1016/j.proeng.2015.06.133

Muthusamy, K.; Kamaruzzaman, N.W.; Zubir, M.A.; Hussin, M.W.; Sam, A.R.M.; Budiea, A. (2015). Long Term Investigation on Sulphate Resistance of Concrete Containing Laterite Aggregate. Procedia Eng. 125, 811–817. https://doi.org/10.1016/j.proeng.2015.11.145

Piasta, W.; Marczewska, J.; Jaworska, M. (2015). Durability of Air Entrained Cement Mortars Under Combined Sulphate and Freeze-thaw Attack. Procedia Eng. 108, 55–62. https://doi.org/10.1016/j.proeng.2015.06.119

Soroushian, P.; Elzafraney, M. (2004). Damage effects on concrete performance and microstructure. Cem. Concr. Compos. 26 [7], 853–859. https://doi.org/10.1016/j.cemconcomp.2003.05.001

Ramli, M.; Kwan, W.H.; Abas, N.F. (2013). Application of non-corrosive barchip fibres for high strength concrete enhancements in aggressive environments. Composites Part B 53, 134–144. https://doi.org/10.1016/j.compositesb.2013.04.012

Brandt, A. M. (2008). Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering. Compos. Struct. 86 [1–3], 3–9. https://doi.org/10.1016/j.compstruct.2008.03.006

Etse, G.; Caggiano, A.; Vrech, S. (2012). Multiscale failure analysis of fiber reinforced concrete based on a discrete crack model. Int. J. Fract. 178 [1], 131–146. https://doi.org/10.1007/s10704-012-9733-z

Kang, J.; Kim, K.; Lim, Y.M.; Bolander, J. E. (2014). Modeling of fiber-reinforced cement composites: Discrete representation of fiber pullout. Intern Int. J. Solids Struct. 51 [10], 1970–1979. https://doi.org/10.1016/j.ijsolstr.2014.02.006

Lee, S.C.; Cho, J.Y.; Vecchio, F.J. (2013). Simplified diverse embedment model for steel fiber-reinforced concrete elements in tension. ACI Mater. J. 110 [4], 403–412.

Mallick, P. (2008). Fibre-Reinforced Composites: Materials Manufacturing and Design. Boca Raton: Taylor & Francis Group, Abingdon, (2008).

Axinte, E. (2011). Glasses as engineering materials: A review. Mater. Des. 32 [4], 1717–1732. https://doi.org/10.1016/j.matdes.2010.11.057

ASTM C1666/C1666M ? 08 Standard Specification for Alkali Resistant (AR) Glass Fiber for GFRC and Fiber Reinforced Concrete and Cement.

Gilbert, G.T. (2004). GFRC - 30 Years Of High Fiber Cement Composite Applications Worldwide. Special Publication 224 [1–20]. Retrieved from https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=13404

Lipatov, Y.V.; Gutnikov, S.I.; Manylov, M.S.; Zhukovskaya, E.S.; Lazoryak, B.I. (2015). High alkali-resistant basalt fiber for reinforcing concrete. Mater. Des. 73 [60–66]. https://doi.org/10.1016/j.matdes.2015.02.022

Köksal, F.; Altun, F.; Yi?it, ?.; ?ahin, Y. (2008). Combined effect of silica fume and steel fiber on the mechanical properties of high strength concretes. Constr. Build. Mater. 22 [8], 1874–1880. https://doi.org/10.1016/j.conbuildmat.2007.04.017

Goh, K.L.; Meakin, J.R.; Hukins, D.W.L. (2010). Influence of fibre taper on the interfacial shear stress in fibre-reinforced composite materials during elastic stress transfer. Compos. Interfaces 17 [1], 74–80. https://doi.org/10.1163/092764409X12580201111665

Kwan, W.H.; Ramli, M.; Cheah, C.B. (2014). Flexural strength and impact resistance study of fibre reinforced concrete in simulated aggressive environment. Constr. Build. Mater. 63, 62–71. https://doi.org/10.1016/j.conbuildmat.2014.04.004

Liang, J.Z. (2012). Predictions of Young's modulus of short inorganic fiber reinforced polymer composites. Composites Part B 43 [4], 1763–1766. https://doi.org/10.1016/j.compositesb.2012.01.010

Mo, K.H.; Yap, S.P.; Alengaram, U.J.; Jumaat, M.Z.; Bu, C.H. (2014). Impact resistance of hybrid fibre-reinforced oil palm shell concrete. Constr. Build. Mater. 50, 499–507. https://doi.org/10.1016/j.conbuildmat.2013.10.016

Mohonee, V.K.; Goh, K.L. (2016). Effects of fibre–fibre interaction on stress uptake in discontinuous fibre reinforced composites. Composites Part B 86, 221–228. https://doi.org/10.1016/j.compositesb.2015.10.015

Yu, R.; van Beers,L.; Spiesz, P.; Brouwers, H.J.H. (2016). Impact resistance of a sustainable Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) under pendulum impact loadings. Constr. Build. Mater. 107, 203–215. https://doi.org/10.1016/j.conbuildmat.2015.12.157

Barluenga, G.; Hernández-Olivares, F. (2007). Cracking control of concretes modified with short AR-glass fibers at early age. Experimental results on standard concrete and SCC. Cem. Concr. Res. 37 [12], 1624–1638. https://doi.org/10.1016/j.cemconres.2007.08.019

Messan, A.; Ienny, P.; Nectoux, D. (2011). Free and restrained early-age shrinkage of mortar: Influence of glass fiber, cellulose ether and EVA (ethylene-vinyl acetate). Cem. Concr. Compos. 33 [3], 402–410. https://doi.org/10.1016/j.cemconcomp.2010.10.019 https://doi.org/10.1016/j.cemconcomp.2010.10.019

Nourredine, A. (2011). Influence of curing conditions on durability of alkali-resistant glass fibres in cement matrix. Bull. Mater. Sci. 34 [4], 775. https://doi.org/10.1007/s12034-011-0194-1

Purnell, P.; Beddows, J. (2005). Durability and simulated ageing of new matrix glass fibre reinforced concrete. Cem. Concr. Compos. 27 [9], 875–884. https://doi.org/10.1016/j.cemconcomp.2005.04.002

Butler, M.; Mechtcherine, V.; Hempel, S. (2009). Experimental investigations on the durability of fibre-matrix interfaces in textile-reinforced concrete, Cem. Concr. Compos. 31 [4], 221–231. https://doi.org/10.1016/j.cemconcomp.2009.02.005

Ramli, M.; Kwan, W. H. (2010). Influences of Short Discrete Fibers in High Strength Concrete with Very Coarse Sand. Am. J. Applied Sci. 7 [12], 1572–1578. https://doi.org/10.3844/ajassp.2010.1572.1578

BS EN 12390-3. (2009). "Testing Hardened Concrete: Compressive Strength of Test Specimens."

Cabrera, J. G.; Lynsdale, C. J. (1988). A new gas permeameter for measuring the permeability of mortar and concrete. Mag. Concr. Res. 40 [144], 177–182. https://doi.org/10.1680/macr.1988.40.144.177

BS 1881-124. (1992). "Testing Concrete: Method for Analysis of Hardened Concrete."

Lothenbach, B.; Scrivener, K.; Hooton, R. D. (2011). Supplementary cementitious materials. Cem. Concr. Res. 41 [12], 1244–1256. https://doi.org/10.1016/j.cemconres.2010.12.001

Yilmaz, V.; Glasser, F. (1991). "Reaction of Alkali-Resistant Glass Fibres with Cement. Part 1." Review, Assessment, and Microscopy." Glass Technol. 32, 91-98.

Purnell, P.; Short, N.; Page, C.; Majumdar, A. (2000). Microstructural observations in new matrix glass fibre reinforced cement. Cem. Concr. Res.30 [11], 1747–1753. https://doi.org/10.1016/S0008-8846(00)00407-5

B?aszczy?ski, T.; Przybylska-Fa?ek, M. (2015). Steel Fibre Reinforced Concrete as a Structural Material. Procedia Eng. 122, 282–289. https://doi.org/10.1016/j.proeng.2015.10.037

Banthia, A.; Bhargava, N. (2007). Permeability of Stressed Concrete and Role of Fiber Reinforcement. ACI Mater. J.104 [1].

Ganjian, E.; Pouya, H. S. (2009). The effect of Persian Gulf tidal zone exposure on durability of mixes containing silica fume and blast furnace slag. Constr. Build. Mater. 23 [2], 644–652. https://doi.org/10.1016/j.conbuildmat.2008.02.009

ACI Committee 222R–01. (2001). "Protection of metals in concrete against corrosion." American Concrete Institute.

BS EN 1992-1-1:2004+A1:2014. "Eurocode 2: Design of concrete structures. General rules and rules for buildings"

Published

2018-03-30

How to Cite

Kwan, W. H., Cheah, C. B., Ramli, M., & Chang, K. Y. (2018). Alkali-resistant glass fiber reinforced high strength concrete in simulated aggressive environment. Materiales De Construcción, 68(329), e147. https://doi.org/10.3989/mc.2018.13216

Issue

Section

Research Articles