Technical Papers
Sep 20, 2017

Mechanical Properties and Durability of Fiber Reinforced Alkali Activated Slag Concrete

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 12

Abstract

Alkali activated slag (AAS) concrete can be considered as a more environmentally friendly alternative to conventional concrete. The presence of cracks in the concrete matrix can have major impacts on its mechanical properties and permeability, and thereby on its durability. This study investigates the effect of adding polypropylene (PP) fiber to alkali activated slag concrete on its compressive, flexural, and tensile strengths and also short-term and total water absorption, water impermeability, chloride permeability, and carbonation depth. In addition, changes made by PP fiber to the microstructure of AAS concrete are studied through scanning electron microscopy (SEM). The results show that the optimal quantity of PP fiber to improve the mechanical and permeability properties of AAS concrete is 0.24% by volume. However, addition of PP fiber increases water absorption and decreases chloride penetration resistance of AAS concrete.

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References

AASHTO. (2002). “Standard method of test for resistance of concrete to chloride ion penetration.” AASHTO T259, Washington, DC.
Alberti, M. G., Enfedaque, A., and Gálvez, J. C. (2014). “On the mechanical properties and fracture behavior of polyolefin fiber-reinforced self-compacting concrete.” Constr. Build. Mater., 55, 274–288.
ASTM. (2003a). “Standard specification for concrete aggregates.” ASTM C33, West Conshohocken, PA.
ASTM. (2003b). “Standard test method for density, absorption, and voids in hardened concrete.” ASTM C642, West Conshohocken, PA.
ASTM. (2003c). “Standard test method for determining the apparent chloride diffusion coefficient of cementitious mixtures by bulk diffusion.” ASTM C1556, West Conshohocken, PA.
ASTM. (2003d). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” ASTM C1202, West Conshohocken, PA.
ASTM. (2003e). “Standard test method for flexural strength of concrete (using simple beam with third-point loading).” ASTM C78, West Conshohocken, PA.
ASTM. (2003f). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496, West Conshohocken, PA.
ASTM. (2015). “Standard test method for slump of hydraulic-cement concrete.” ASTM C143, West Conshohocken, PA.
Aydın, S., and Baradan, B. (2013). “The effect of fiber properties on high performance alkali-activated slag/silica fume mortars.” Compos. Part B: Eng., 45(1), 63–69.
Bakharev, T., Sanjayan, J. G., and Cheng, Y. B. (2002). “Sulfate attack on alkali-activated slag concrete.” Cem. Concr. Res., 32(2), 211–216.
Bakharev, T., Sanjayan, J. G., and Cheng, Y. B. (2003). “Resistance of alkali-activated slag concrete to acid attack.” Cem. Concr. Res., 33(10), 1607–1611.
Beglarigale, A., and Yazıcı, H. (2015). “Pull-out behavior of steel fiber embedded in flowable RPC and ordinary mortar.” Constr. Build. Mater., 75, 255–265.
Bernal, S. A., et al. (2013). “Gel nanostructure in alkali-activated binders based on slag and fly ash, and effects of accelerated carbonation.” Cem. Concr. Res., 53, 127–144.
Bernal, S. A. (2015). “Effect of the activator dose on the compressive strength and accelerated carbonation resistance of alkali silicate-activated slag/metakaolin blended materials.” Constr. Build. Mater., 98, 217–226.
Bernal, S. A., De Gutierrez, R., Delvasto, S., and Rodriguez, E. (2010). “Performance of an alkali-activated slag concrete reinforced with steel fiber.” Constr. Build. Mater., 24(2), 208–214.
Bernal, S. A., Provis, J. L., Brice, D. G., Kilcullen, A., Duxson, P., and van Deventer, J. S. (2012). “Accelerated carbonation testing of alkali-activated binders significantly underestimates service life: The role of pore solution chemistry.” Cem. Concr. Res., 42(10), 1317–1326.
Bernal, S. A., Provis, J. L., Rose, V., and De Gutierrez, R. M. (2011a). “Evolution of binder structure in sodium silicate-activated slag-metakaolin blends.” Cem. Concr. Compos., 33(1), 46–54.
Bernal, S. A., Rodriguez, E. D., de Gutierrez, R. M., Gordillo, M., and Provis, J. L. (2011b). “Mechanical and thermal characterisation of geopolymers based on silicate-activated metakaolin/slag blends.” J. Mater. Sci., 46(16), 5477–5486.
Bilim, C., Karahan, O., Atiş, C. D., and İlkentapar, S. (2013). “Influence of admixtures on the properties of alkali-activated slag mortars subjected to different curing conditions.” Mater. Des., 44, 540–547.
BS (British Standard). (1983). “Testing concrete Part 122: Method for determination of water absorption.” BS 1881-122, London.
Buchwald, A., Hilbig, H., and Kaps, C. (2007). “Alkali-activated metakaolin-slag blends—Performance and structure in dependence of their composition.” J. Mater. Sci., 42(9), 3024–3032.
Buratti, N., Ferracuti, B., and Savoia, M. (2013). “Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes.” Constr. Build. Mater., 44, 249–259.
Burciaga-Díaz, O., Magallanes-Rivera, R. X., and Escalante-García, J. I. (2013). “Alkali-activated slag-metakaolin pastes: Strength, structural, and microstructural characterization.” J. Sustainable Cem.-Based Mater., 2(2), 111–127.
Cao, M., Zhang, C., and Lv, H. (2014). “Mechanical response and shrinkage performance of cementitious composites with a new fiber hybridization.” Constr. Build. Mater., 57, 45–52.
Chaves, L. P., and Cunha, J. (2014). “Design of carbon fiber reinforcement of concrete slabs using topology optimization.” Constr. Build. Mater., 73, 688–698.
Chen, W., and Brouwers, H. J. H. (2007). “The hydration of slag. Part 1: reaction models for alkali-activated slag.” J. Mater. Sci., 42(2), 428–443.
CEN (European Committee for Standardization). (2000). “Testing hardened concrete. Depth of penetration of water under pressure.” EN 12390-8, Brussels, Belgium.
CEN (European Committee for Standardization). (2002). “Testing hardened concrete. Compressive strength of test specimens.” EN 12390-3, Brussels, Belgium.
CEN (European Committee for Standardization). (2004). “Products and systems for the protection and repair of concrete structures. Test methods. Determination of resistance to carbonation.” EN 13295, Brussels, Belgium.
Dombrowski, K., Buchwald, A., and Weil, M. (2007). “The influence of calcium content on the structure and thermal performance of fly ash based geopolymers.” J. Mater. Sci., 42(9), 3033–3043.
Ganesan, N., Abraham, R., and Raj, S. D. (2015). “Durability characteristics of steel fibre reinforced geopolymer concrete.” Constr. Build. Mater., 93, 471–476.
Ismail, I., Bernal, S. A., Provis, J. L., Hamdan, S., and van Deventer, J. S. (2013). “Microstructural changes in alkali activated fly ash/slag geopolymers with sulfate exposure.” Mater. Struct., 46(3), 361–373.
ISO. (2012). “Determination of the potential carbonation resistance of concrete—Accelerated carbonation method.” ISO/CD 1920, Geneva.
James, I. D., Gopalaratnam, V. S., and Galinat, M. A. (2002). “State-of-the-art report on fiber reinforced concrete.” Manual Concr. Pract., 21, 2–66.
Jun Li, J., Gang Niu, J., Jun Wan, C., Jin, B., and Liu Yin, Y. (2016). “Investigation on mechanical properties and microstructure of high performance polypropylene fiber reinforced lightweight aggregate concrete.” Constr. Build. Mater., 118, 27–35.
Li, Z., Ding, Z., and Zhang, Y. (2004). “Development of sustainable cementitious materials.” Proc., Int. Workshop on Sustainable Development and Concrete Technology, Center for Transportation Research and Education Iowa State Univ., Ames, IA, 55–76.
LNEC (Laboratório Nacional de Engenharia Civil). (1993). “Betões. Determinação da resistência à carbonatação [Concretes. Determination of resistance to carbonation].” LNEC E 391, Lisbon, Portugal (in Portuguese).
Mohebi, R., Behfarnia, K., and Shojaei, M. (2015). “Abrasion resistance of alkali-activated slag concrete designed by Taguchi method.” Constr. Build. Mater., 98, 792–798.
Negin Rose Sepahan Textile Industries Company. (2016). “Polypropylene fiber properties.” ⟨http://www.neginrose.com/index.aspx?fkeyid=&siteid=251&pageid=6342&siteid=251⟩ (Jul. 25, 2016).
Noaman, A. T., Bakar, B. A., and Akil, H. M. (2016). “Experimental investigation on compression toughness of rubberized steel fibre concrete.” Constr. Build. Mater., 115, 163–170.
Nordtest. (1989). “Concrete, repairing materials and protective coating: Carbonation resistance.” NT Build 357, Espoo, Finland.
Nordtest. (1995). “Concrete, hardened: Accelerated chloride penetration.” NT Build 443, Espoo, Finland.
Nordtest. (1999). “Concrete, mortar and cement-based repair materials: Chloride migration coefficient from non steady state migration experiments.” NT Build 492, Espoo, Finland.
Pereira-de-Oliveira, L. A., Castro-Gomes, J. P., and Nepomuceno, M. C. (2012). “Effect of acrylic fibres geometry on physical, mechanical and durability properties of cement mortars.” Constr. Build. Mater., 27(1), 189–196.
Puertas, F., and Fernández-Jiménez, A. (2003). “Mineralogical and microstructural characterisation of alkali-activated fly ash/slag pastes.” Cem. Concr. Compos., 25(3), 287–292.
Pujadas, P., Blanco, A., Cavalaro, S., de la Fuente, A., and Aguado, A. (2014). “Fibre distribution in macro-plastic fibre reinforced concrete slab-panels.” Constr. Build. Mater., 64, 496–503.
Roy, D. M., Jiang, W., and Silsbee, M. R. (2000). “Chloride diffusion in ordinary, blended, and alkali-activated cement pastes and its relation to other properties.” Cem. Concr. Res., 30(12), 1879–1884.
Ruiz-Santaquiteria, C., Skibsted, J., Fernández-Jiménez, A., and Palomo, A. (2012). “Alkaline solution/binder ratio as a determining factor in the alkaline activation of aluminosilicates.” Cem. Concr. Res., 42(9), 1242–1251.
Sayyar, M., Soroushian, P., Sadiq, M. M., Balachandra, A., and Lu, J. (2013). “Low-cost glass fiber composites with enhanced alkali resistance tailored towards concrete reinforcement.” Constr. Build. Mater., 44, 458–463.
Shojaei, M., Behfarnia, K., and Mohebi, R. (2015). “Application of alkali-activated slag concrete in railway sleepers.” Mater. Des., 69, 89–95.
Söylev, T. A., and Özturan, T. (2014). “Durability, physical and mechanical properties of fiber-reinforced concretes at low-volume fraction.” Constr. Build. Mater., 73, 67–75.
Tassew, S. T., and Lubell, A. S. (2014). “Mechanical properties of glass fiber reinforced ceramic concrete.” Constr. Build. Mater., 51, 215–224.
Taylor, M., Tam, C., and Gielen, D. (2006). “Energy efficiency and CO2 emissions from the global cement industry.” Korea, 50(2.2), 61–67.
Türkmen, İ., Karakoç, M. B., Kantarcı, F., Maraş, M. M., and Demirboğa, R. (2016). “Fire resistance of geopolymer concrete produced from Elazığ ferrochrome slag.” Fire Mater., 40(6), 836–847.
U.S. Army. (1992). “Standard test method for water permeability of concrete.” CRD-C 48, Washington, DC.
USBR (U.S. Bureau of Reclamation). (1992). “Procedure for determining water permeability of concrete.”, Washington, DC.
Vilaplana, J. L., Baeza, F. J., Galao, O., Alcocel, E. G., Zornoza, E., and Garcés, P. (2016). “Mechanical properties of alkali activated blast furnace slag pastes reinforced with carbon fiber.” Constr. Build. Mater., 116, 63–71.
Vincent, T., and Ozbakkaloglu, T. (2013). “Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete.” Constr. Build. Mater., 47, 814–826.
Weil, M., Dombrowski, K., and Buchawald, A. (2009). “Life-cycle analysis of geopolymers.” Geopolymers, structure, processing, properties and applications, Woodhead Publishing Limited, Abington Hall, Cambridge, U.K., 194–210.
Yehia, S., Douba, A., Abdullahi, O., and Farrag, S. (2016). “Mechanical and durability evaluation of fiber-reinforced self-compacting concrete.” Constr. Build. Mater., 121, 120–133.
Yip, C. K., Lukey, G. C., Provis, J. L., and van Deventer, J. S. (2008). “Effect of calcium silicate sources on geopolymerisation.” Cem. Concr. Res., 38(4), 554–564.
Zhang, P., and Li, Q. F. (2013). “Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume.” Compos. Part B: Eng., 45(1), 1587–1594.
Zhang, Z. H., Yao, X., Zhu, H. J., Hua, S. D., and Chen, Y. (2009). “Preparation and mechanical properties of polypropylene fiber reinforced calcined kaolin-fly ash based geopolymer.” J. Cent. South Univ. Technol., 16(1), 49–52.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 12December 2017

History

Received: Oct 31, 2016
Accepted: May 16, 2017
Published online: Sep 20, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 20, 2018

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Kiachehr Behfarnia [email protected]
Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran (corresponding author). E-mail: [email protected]
Majid Rostami
M.Sc. Student, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran.

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