Advances in concrete construction

  • 제10권5호
  • /
  • Pages.443-454
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  • 2020
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
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Effect of glass powder on the behaviour of high performance concrete at elevated temperatures

  • Kadik, Abdenour (Laboratory of Civil Engineering and Environment Materials (LMGCE), Ecole Nationale Polytechnique) ;
  • Cherrak, Messaouda (Laboratory of Civil Engineering and Environment Materials (LMGCE), Ecole Nationale Polytechnique) ;
  • Bali, Abderrahim (Laboratory of Civil Engineering and Environment Materials (LMGCE), Ecole Nationale Polytechnique) ;
  • Boutchicha, Djilali (Laboratory of Applied Mechanic (LMA), University of Science and Technology of Oran) ;
  • Hannawi, Kinda (Laboratory of Civil Engineering and Mechanical Engineering, National Institute of Applied Sciences)
  • 투고 : 2019.07.07
  • 심사 : 2020.10.16
  • 발행 : 2020.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

In recent years, many studies have been done on the performance of concrete containing glass powder (GP). For the purpose of widespread use of GP in concrete mixes, a knowledge of the performance of such a mixture after a fire is essential for the perspective of structural use. This research work was carried out to evaluate the performance of High Performance Concrete (HPC) made with GP after being exposed to elevated temperature. The studied mixtures include partial replacement of cement by GP with up to 30%. The mechanical performance and structural alterations were assessed after high temperature treatment from 200℃ to 800℃. The mechanical performance was evaluated by testing the specimens to the compressive and tensile strength. In addition, the mass loss and the porosity were measured to notice the structural alterations. Changes in microstructure due to temperature was also investigated by the X-ray diffraction (XRD) and thermal gravimetric analyses (TGA) as well as porosity adsorption tests. The results of the concrete strength tests showed a slight difference in compressive strength and the same tensile strength performance when replacing a part of the cement by GP. However, after high temperature exposition, concrete with GP showed better performance than the reference concrete for temperature below 600℃. But, after heating at 800℃, the strength of the concrete with GP drop slightly more than reference concrete. This is accompanied by an important increase in mass loss and water porosity. After the microstructure analysis, no important changes happened differently for concrete with GP at high temperature except a new calcium silica form appears after the 800℃ heating.

키워드

참고문헌

  1. Aitcin, P.C. (2003), "The durability characteristics of high performance concrete: a review", Cement Concrete Compos., 25(4-5), 409-420. https://doi.org/10.1016/S0958-9465(02)00081-1.
  2. Ali, M.H., Dinkha, Y.Z. and Haido, J.H. (2017), "Mechanical properties and spalling at elevated temperature of high performance concrete made with reactive and waste inert powders", Eng. Sci. Technol., 20(2), 536-541. https://doi.org/10.1016/j.jestch.2016.12.004.
  3. Alonso, C. and Fernandez, L. (2004), "Dehydration and rehydration processes of cement paste exposed to high temperature environments", J. Mater. Sci., 39(9), 3015-3024. https://doi.org/10.1023/B:JMSC.0000025827.65956.18.
  4. Belouadah, M., Rahmouni, Z.A. and Tebbal, N. (2018), "Effect of glass powder on the characteristics of concrete subjected to high temperatures", Adv. Concrete Constr., 6(3), 311-322. https://doi.org/10.12989/acc.2018.6.3.311.
  5. C642 (2013), Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM International, USA.
  6. Carpenter, A.J. and Cramer, S.M. (1999), "Mitigation of ASR in pavement patch concrete that incorporates highly reactive fine aggregate", Tran. Res. Record, 1668, 60-67. https://doi.org/10.3141/1668-09.
  7. Chan, Y.N., Luo, X. and Sun, W. (2000), "Compressive strength and pore structure of high performance concrete after exposure to high temperature up to $800^{\circ}C$", Cement Concrete Res., 30, 247-251. https://doi.org/10.1016/S0008-8846(99)00240-9.
  8. Durgun, M.Y. and Sevinc, A.H. (2019), "High temperature resistance of concretes with GGBFS, waste glass powder, and colemanite ore wastes after different cooling conditions", Constr. Build. Mater., 196, 66-81. https://doi.org/10.1016/j.conbuildmat.2018.11.087.
  9. Fire Design of Concrete Structures (2007), Materials, Structures and Modelling. State-of-art Report, fib Bulletin No. 38, ISBN 978-2-88394-078-9.
  10. ISO 13320 (2009), Particle Size Analysis-Laser Diffraction Methods, British Standards Institution, London.
  11. ISO 834 (1987), Part 1: Elements of Building Construction-General Requirements for Fire Resistance Testing, British Standards Institution, London.
  12. Jang, B.K., Lee, J.C., Kim, J.H. and Chung, C.W. (2017), "Enhancement of thermal neutral shielding of cement mortar by using borosilicate glass powder", Appl. Rad. Isotop., 132, 1-5. https://doi.org/10.1016/j.apradiso.2017.01.047.
  13. Jin, W., Meyer, C. and Baxter, S. (2000), ""Glascrete"-Concrete with glass aggregate", ACI Mater. J., 97(2), 208-213.
  14. Malhotra, H.L. (1956) "The effect of temperature on the compressive strength of concrete", Mag. Concrete Res., 8(3), 85-94. https://doi.org/10.1680/macr.1956.8.23.85.
  15. Meyer, C., Egosi, N. and Andela, C. (2001), "Concrete with waste glass as aggregate", Thomas Telford Publishing, 179-188.
  16. NA 442 (2013), Algerian Normalised Cement Production, IANOR, Algeria.
  17. Nadeem, A., Memon, S.A. and Lo, T.Y. (2014), "The performance of fly ash and metakaolin concrete at elevated temperatures", Constr. Build. Mater., 62, 67-76. https://doi.org/10.1016/j.conbuildmat.2014.02.073.
  18. Nasser, K.W. and Mazzouk, H.M. (1979), "Properties of mass concrete containing fly ash at high temperatures", J. Proc., 76(4), 537-550.
  19. NF EN 12350-2 (2012), Tests for Fresh Concrete-Part 2: Slump Test, AFNOR, France.
  20. NF EN 12350-7 (2012), Testing of Fresh Concrete-Part 7: Air Content-Compressibility Method, AFNOR, France.
  21. NF EN 12390 (2012), Tests for Hardened Concrete-Part 3: Compressive Strength of Samples Test, AFNOR, France.
  22. NF EN 14651 (2007), Test Method for Fiber Concrete- Measurement of Flexural Tensile Strength (Proportionality Limit (LOP), Residual Strength), AFNOR, France.
  23. NF EN 196-6 (2012), Methodes d'essai Des Ciments-Partie 6: Determination de la Finesse, AFNOR, France.
  24. NF EN 196-9 (2010), Methods of Testing Cement-Part 9: Heat of Hydration-Semi-Adiabatic Method, AFNOR, France.
  25. NF EN 934-2 (2012), Admixtures for Concrete, Mortar and Grout -Part 2: Admixtures for Concrete-Definitions, Requirements, Conformity, Marking and Labelling, AFNOR, France.
  26. NF P18-502 (1992), Hydraulic Concrete Additions-Silica Fume, AFNOR, France.
  27. Noumowe, A. (2005), "Mechanical properties and microstructure of high strength concrete containing polypropylene fibres exposed to temperatures up to $200^{\circ}C$", Cement Concrete Res., 35(11), 2192-2198. https://doi.org/10.1016/j.cemconres.2005.03.007.
  28. Omran, A.F., Morain, E.D., Harbec, D. and Tagnit-Hamou, A. (2017), "Long-term performance of glass-powder concrete in large-scale field applications", Constr. Build. Mater., 135, 43-58. https://doi.org/10.1016/j.conbuildmat.2016.12.218.
  29. Pham, S.T. and Prince, W. (2014), "Effect of carbonation on the microstructure of cement materials: Influence of measuring method and of types of cement", Concrete Struct. Mater., 8(4), 327-333. https://doi.org/10.1007/s40069-014-0079-y.
  30. Poon, C.S, Azhar, S., Anson, M. and Wong, Y.L. (2001), "Compraraison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevate temperature", Cement Concrete Res., 31(9), 1291-1300. https://doi.org/10.1016/S0008-8846(01)00580-4.
  31. Poon, C.S., Azhar, S., Anson, M. and Wong, Y.L. (2003), "Performance of metakaolin concrete at elevated temperatures", Cement Concrete Compos., 25(1), 83-91. https://doi.org/10.1016/S0958-9465(01)00061-0.
  32. Schneider, U. (1988), "Concrete at high temperatures-A general review", Fire Saf. J., 13(1), 55-68. https://doi.org/10.1016/0379-7112(88)90033-1.
  33. Schneider, U., Diederichs, U. and Ehm, C. (1982), "Effect of temperature on steel and concrete for PCRV's", Nucl. Eng. Des., 67(2), 245-258. https://doi.org/10.1016/0029-5493(82)90144-3.
  34. Schwarz, N. and Neithalath, N. (2008), "Influence of a fine glass powder on cement hydration: Comparison to fly ash and modeling the degree of hydration", Cement Concrete Res., 38(4), 429-436. https://:doi.org/429-436.10.1016/j.cemconres.2007.12.001.
  35. Shayane, 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.
  36. Shi, C. and Zheng, K. (2007), "A review on the use of waste glasses in the production of cement and concrete", Resour. Conserv. Recyc., 52(2), 234-247. https://doi.org/10.1016/j.resconrec.2007.01.013.
  37. Shi, C.J., Wu, Y.Z., Riefler, C. and Wang, H. (2005), "Characteristic and pozzolanic reactivity of glass powders", Cement Concrete Res., 35(5), 987-993. https://doi.org/ 10.1016/j.cemconres.2004.05.015.
  38. Siad, H., Lachemi, M., Bernard, S.K., Sahmaran, M. and Hossain, A. (2015), "Assessment of the long-term performance of SCC incorporating different mineral admixtures in a magnesium sulphate", Constr. Build. Mater., 80, 141-154. https://doi.org/ 10.1016/j.conbuildmat.2015.01.067.
  39. Sing, K.S.W., Everett, D.H., Haul, R.A.W., Moscou, L., Pierotti, R.A., Rouquerol, J. and Siemieniewska, T. (1985), "Reporting physisorption data for gas/solid systems with special reference to the determination of surface area and porosity (recommendations 1984)", Pure Appl. Chem., 57(4), 603-619. https://doi.org/ 10.1351/pac198557040603.
  40. Soliman, N.A. and TAgnit-Hamou, A. (2016), "Development of ultra-high-performance concrete using glass powder-towards ecofriendly concrete", Constr. Build. Mater., 125, 600-612. https://doi.org/ 10.1016/j.conbuildmat.2016.08.073.
  41. Xiao, J. and Konig, G. (2004), "Study on concrete at high temperature in China-An overview", Fire Saf. J., 39(1), 89-103. https://doi.org/ 10.1016/S0379-7112(03)00093-6.
  42. Xu, R. (2002), Particle Characterization: Light Scattering Methods, Kluwer Academic Publishers, New York, USA.
  43. Zidol, A., Tognonvi, M. and Tagnit-Hamou, A. (2017), "Effect of glass powder on concrete sustainability", New J. Glass Ceram., 7(2), 34-47. https://doi.org/10.4236/njgc.2017.72004.