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Effects of glass powder on the characteristics of concrete subjected to high temperatures

  • Belouadah, Messaouda (Geomaterials Development Laboratory, Civil Engineering Department, Faculty of Technology, M'sila University) ;
  • Rahmouni, Zine El Abidine (Geomaterials Development Laboratory, Civil Engineering Department, Faculty of Technology, M'sila University) ;
  • Tebbal, Nadia (Institute of Technical Urban Management, University of M'sila)
  • 투고 : 2017.12.14
  • 심사 : 2018.05.08
  • 발행 : 2018.06.25

초록

This paper presents an experimental investigation on the performance of concrete with and without glass powder (GP) subjected to elevated temperatures. Mechanical and physicochemical properties of concretes were studied at both ambient and high temperatures. One of the major environmental concerns is disposal or recycling of the waste materials. However, a high volume of the industrial production has generated a considerable amount of waste materials which have a number of adverse impacts on the environment. Further, use of glass or by-products in concrete production has advantages for improving some or all of the concrete properties. The economic incentives and environmental benefits in terms of reduced carbon footprint are also the reason for using wastes in concrete. The occurrence of spalling, compressive strength, mass loss, chemical composition, crystalline phase, and thermal analysis of CPG before and after exposure to various temperatures (20, 200, 400, and $600^{\circ}C$) were comprehensively investigated. The results indicated that, the critical temperature range of CPG was between $400^{\circ}C$ and $600^{\circ}C$.

키워드

참고문헌

  1. ASTM E 119-00 (2000), Standard Test Methods for Fire Test of Building Construction and Materials, American National Standards Institute, Committee E05.
  2. Bazant, Z.P. and Kaplan, M.F. (1996), "Concrete at high temperatures, Material properties and mathematical models", Longman House, Burnt Mill, England.
  3. Burlion, N., Skoczylas, F. and Dubois, T. (2003), "Induced anisotropic permeability due to drying of concrete", Cement Concrete Res., 33(5), 679-687. https://doi.org/10.1016/S0008-8846(02)01039-6
  4. Castillo, C. and Durrani, A.J. (1990), "Effect of transient high temperature on high strength concrete", ACI Struct. J., 87(1), 47-53.
  5. Dias, W.P.S., Khoury, G.A. and Sullivan, P.J.E. (1990), "Mechanical properties of hardened cement paste exposed to temperatures up to 700 C (1292 F)", Mater. J., 87(2), 160-166.
  6. Dwaikat, M.B. and Kodur, V.K.R. (2010), "Fire induced spalling in high strength concrete beams", Fire Technol., 46(1), 251. https://doi.org/10.1007/s10694-009-0088-6
  7. Federico, L. (2013), "Waste glass-a supplementary cementitious material", Doctoral Dissertation, McMaster University, Hamilton, ON, Canada.
  8. Hager, I. (2013), "Behaviour of cement concrete at high temperature", Bull. Pol. Acad. Sci., Tech. Sci., 61(1), 145-154.
  9. Khoury, G.A. (2000), "Effect of fire on concrete and concrete structures", Prog. Struct. Eng. Mater., 2(4), 429-447. https://doi.org/10.1002/pse.51
  10. Kodur, V. (2014), "Properties of concrete at elevated temperatures", ISRN Civil Eng., 2014, Article ID 468510, 15.
  11. Kulkarni, D.K. (2014), "Retrofitting of fire affected structural member in multistorey buildings", Int. J. Sci. Technoledge, 2(6), 230.
  12. Ling, T.C., Poon, C.S. and Kou, S.C. (2012), "Influence of recycled glass content and curing conditions on the properties of self-compacting concrete after exposure to elevated temperatures", Cement Concrete Compos., 34(2), 265-272. https://doi.org/10.1016/j.cemconcomp.2011.08.010
  13. Liu, S., Xie, G. and Wang, S. (2015), "Effect of curing temperature on hydration properties of waste glass powder in cement-based materials", J. Therm. Anal. Calorimet., 119(1), 47-55. https://doi.org/10.1007/s10973-014-4095-6
  14. Malhotra, V.M. and Mehta, P.K. (1996), Advances in Concrete Technology, Vol. 1, Pozzolanic and Cementitious Materials, 1st Edition, Gordon and Breach Science Publishers, New York.
  15. NF, EN 12350-2 (2009), Essai Pour Beton Frais-Partie 2: Essais d'affaissement.
  16. NF, EN 12390-5 (2009), Essai Pour Beton Durci - Partie 5: Resistance a la flexion sur eprouvettes.
  17. NF, EN 933-1 (2006), Essais Pour Determiner les Caracteristiques Geometriques des Granulats-Partie 1: Determination de la Granularite-Analyse Granulometrique Par Tamisage.
  18. Noumowe, A. and Galle, C. (2001), "Study of high strength concrete at raised temperature up to 200C: thermal gradient and mechanical behavior", Proceedings of the 16th Structural Mechanics in Reactor Technology, Washington, DC, USA.
  19. Olofinnade, O.M., Ede, A.N. and Ndambuki, J.M. (2017), "Experimental investigation on the effect of elevated temperature on compressive strength of concrete containing waste glass powder", Int. J. Eng. Technol. Innov., 7(4), 280-291.
  20. Persy, J.P. and Deloye, F.X. (1986), "Investigations sur un ouvrage en beton incendie", Bulletin des Laboratoires des Ponts et Chaussees, 145, 108-114.
  21. Platret, G. (2002), "Suivi de l'hydratation du ciment et de l'evolution des phases solides dans les betons par analyse thermique, caracteristiques microstructurales et proprietes relatives a la durabilite des betons", Methodes de Mesure et d'essai de Laboratoire, Methode d'essai, 58.
  22. Raju, S. and Kumar, P.R. (2014), "Effect of using glass powder in concrete", Int. J. Innov. Res. Sci. Eng. Technol., 31, 421-427.
  23. Rao, S., Rahul, K. and Pradesh, A. (2013), "Studies on bacterial concrete exposed to elevated temperatures and thermal cycles", Studies, 3(1), 126-135.
  24. Sabeur, H. and Colina, H. (2015), "Effect of heating-cooling cycles on transient creep strain of high performance, high strength and ordinary concrete under service and accidental conditions", Mater. Struct., 48(5), 1561-1579. https://doi.org/10.1617/s11527-014-0254-2
  25. Saeed, S.A., Qadir, L.S.S. and Jassim, H.M. (2016), "Strength and behavior of self-compacting concrete with glass waste as partial replacement for coarse aggregate under elevated temperatures", Int. J. Eng. Technol. Manage. Appl. Sci., 4(3), 24-33.
  26. Sangluaia, C., Haridharan, M.K., Natarajan, C. and Rajaraman, A. (2013), "Behaviour of reinforced concrete slab subjected to fire", Int. J. Comput. Eng. Res., 3(1), 195-206.
  27. Sha, W., O'Neill, E.A. and Guo, Z. (1999), "Differential scanning calorimetry study of ordinary Portland cement", Cement Concrete Res., 29(9), 1487-1489. https://doi.org/10.1016/S0008-8846(99)00128-3
  28. Shayan, A. and Xu, A. (2004), "Value-added utilisation of waste glass in concrete", Cement Concrete Res., 34(1), 81-89. https://doi.org/10.1016/S0008-8846(03)00251-5
  29. Singh, G., Singh, A.K., Bhaskar, A. and Attree, A.S. (2014), "A critical study of effectiveness of waste glass powder in concrete", Int. Arch. Appl. Sci. Technol., 5(3), 31-35.
  30. Soroushian, P. (2012), "Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement", Constr. Build. Mater., 29, 368-377. https://doi.org/10.1016/j.conbuildmat.2011.10.061
  31. Tebbal, N., Rahmouni, Z. and Maza, M. (2017), "Combined effect of silica fume and additive on the behavior of high performance concretes subjected to high temperatures", Min. Sci., 24, 129-145.
  32. Tufail, M., Shahzada, K., Gencturk, B. and Wei, J. (2017), "Effect of elevated temperature on mechanical properties of limestone, quartzite and granite concrete", Int. J. Concrete Struct. Mater., 11(1), 17-28. https://doi.org/10.1007/s40069-016-0175-2

피인용 문헌

  1. Waste glass powder and its effect on the fresh and mechanical properties of concrete: A state of the art review vol.10, pp.5, 2018, https://doi.org/10.12989/acc.2020.10.5.417
  2. Effect of glass powder on the behaviour of high performance concrete at elevated temperatures vol.10, pp.5, 2018, https://doi.org/10.12989/acc.2020.10.5.443
  3. Thermomechanical behavior of alkali-activated slag/fly ash composites with PVA fibers exposed to elevated temperatures vol.11, pp.1, 2018, https://doi.org/10.12989/acc.2021.11.1.011
  4. Mechanical and durability properties of concrete incorporating glass and plastic waste vol.11, pp.2, 2018, https://doi.org/10.12989/acc.2021.11.2.173