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Coupled Effect of Elevated Temperature and Cooling Conditions on the Properties of Ground Clay Brick Mortars Cover

Coupled Effect of Elevated Temperature and Cooling Conditions on the Properties of Ground Clay Brick Mortars

Open Access
|Jan 2014

References

  1. [1] Toumi, B. - Resheidat, M. - Guemmadi, Z. - Chabil, H. (2009) Coupled effect of high temperature and heating time on the residual strength of normal and high strength concretes. Jordan Journal of Civil Engineering, 3, 4, pp. 322-330.
  2. [2] Sri Ravindrarajah, R. - Lopez, R. - Reslan, H. (2002) Effect of elevated temperature on the properties of high strength concrete containing cement supplementary materials. 9th International conference on Durability of Building Materials and Components, Brisbane, Australia, 17-20th March 2002.
  3. [3] Shin, K.Y. - Kim, S.B. - Kim, J.H. - Chung, M. - Jung, P.S. (2002) Thermo-physical properties and transient heat transfer of concrete at elevated temperatures. Nuclear Engineering Design 212, 1-3, pp. 233-41.10.1016/S0029-5493(01)00487-3
  4. [4] Belkacem, T. - Hocine, C. - Hacene, H. - Resheidat, M. (2008) Effects of cooling condition on residual properties of high performance concrete at high temperature. ICCBT-A 11, pp. 135-142.
  5. [5] Morsy, M.S. (1996) Physico-mechanical studies on thermally treated concrete. Ph.D. Thesis, Ain Shams University, Egypt.
  6. [6] Lea, F.M. (1998) The chemistry of cement and concrete. 4th Ed., Arnold Publishing Group, London.
  7. [7] Bazant, Z.P. - Kaplan, M.F. (1996) Concrete at high temperature: material properties and mathematical models. Longman.
  8. [8] Ulm, F.J. - Coussy, O. - Bazant, Z.P. (1999) The chunnel fire. I: Chemoplastic softening in rapidly heated concrete. Journal of Engineering Mechanics 125, 3, pp. 272-281.
  9. [9] Galle, C. - Sercombe, J. - Pin, M. - Arcier, G. - Bouniol, P. (2000) Behaviour of high performance concrete under high temperature (60-450 oC) for surface long-term storage: thermo- hydro-mechanical residual properties. Proceedings of the MRS Conference, Sydney, Australia.10.1557/PROC-663-73
  10. [10] Noumowe, A. - Debicki, G. (2002) Effect of elevated temperature from 200 to 600 oC on the permeability of high performance concrete. Proceedings of the 6th international symposium on utilization of high strength/performance concrete, Vol. 1, Leipzig, Germany.
  11. [11] Noumowe, A.N. - Clastres, P. - Debicki, G. - Costaz, J.L. (1996) Transient heating effect on high strength concrete. Nuclear Engineering Design, 166, 1, pp. 99-108.10.1016/0029-5493(96)01235-6
  12. [12] Ghosh, S.N. - Sarkar, S.L. - Harsh, S. (1993) Mineral admixtures in cement and concrete. S.S. Rehsi (Ed.), Progress in cement and concrete, Vol. 4, ABI Books, New Delhi, pp. 158-173.
  13. [13] Heikal, M. (2000) Effect of temperature on the physico-mechanical and mineralogical properties of Homrapozzolanic cement pastes. Cement Concrete Res, 30, pp. 1835-1839.10.1016/S0008-8846(00)00403-8
  14. [14] Taylor, H.F.W. (1990) Cement Chemistry. Academic Press, New York.
  15. [15] Noumowe, A. - Galle, C. (2001) Study of high strength concrete at raised temperature up to 200 oC: thermal gradient and mechanical behaviour. Proceedings of the 16th Structural Mechanics in Reactor Technology, Washington, DC, USA.
  16. [16] British Standard Institution (1990) Specification for Light weight Aggregate for Masonry Units and Structural Concrete (B.S.3793), British Standard Institution, London.
  17. [17] Ghosh, S.N. (1983) Advances in Cement Technology; Critical Reviews and Case Studies on Manufacturing, Quality Control, Optimization and Use. Pergamon Press, London.
  18. [18] Shoaib, M.M. - Ahmed, S.A. - Balaha, M.M. (2001) Effect of fire and cooling mode on the properties of slag mortars. Cement Concrete Res 31, pp. 1533-1538.10.1016/S0008-8846(01)00561-0
  19. [19] Heikal, M. - El-Didamony, H. (1999) Pozzolanic activity of Homra with lime. Mansoura Science Bulltein 26, 1, Suppl-1, pp. 79-95.
  20. [20] ASTM Standards (1992) Standard test method for compressive strength of hydraulic cement mortars. ASTM Designation, C109-92 62-64.
  21. [21] Heikal, M. (2006) Effect of temperature on structure and strength properties of cement pastes containing fly ash in combination with limestone. Ceramics-Silikáty 50, 3, pp. 163-173.
  22. [22] Castillo, C. - Durrani, A.J. (1990) Effect of transient high temperature on high-strength concrete. ACI Materials Journal 87, 1, pp. 47-53.
  23. [23] Diederichs, U. - Jumppanen, U.M. - Penttala, V. (1989) Behavior of high strength concrete at high temperatures. Rep. No. 92. Finland: Helsinki University of Technology.
  24. [24] Felicetti, R. - Gambarova, P.G. (1998) Effects of high temperature on the residual compressive strength of high-strength siliceous concretes. ACI Materials Journal 95, 4, pp. 395-406.
  25. [25] Janotka, I. - Bagel, L. (2003) Pore structures, permeabilities and compressive strengths of concrete at temperatures up to 80 0oC. ACI Materials Journal 100, 1, pp. 87-89.
  26. [26] Noumowe, A.N. (2003) Temperature distribution and mechanical properties of high-strength silica fume concrete at temperatures up to 200 oC. ACI Materials Journal 100, 4, pp. 326-330.
  27. [27] Ouyang, S.X. (1986) Study on a series of characteristics of C-S-H system. Ph. D. Thesis, School of Material Science and Engineering, Wuhan University of Technology, China.
  28. [28] Dobson, C.M. - Goberdham, D.G.C. - Ramsay, J.D.F. - Rodger, S.A. (1988) 29Si MAS NMR study of the hydration of tricalcium silicate in the presence of finely divided silica. Journal of Material Science 23, 11, pp. 4108-4114.10.1007/BF01106844
  29. [29] Haga, K. - Shibata, M. - Hironaga, M. - Tanaka, S. - Nagasaki, S. (2002) Silicate anion structural change in calcium silicate hydrate gel on dissolution of hydrated cement. Journal of Nuclear Science and Technology 39, 5, pp. 540-547.10.1080/18811248.2002.9715232
  30. [30] Farage, M.C.R. - Sercombe, J. - Galle, C. (2003) Rehydration and microstructure of cement paste after heating at temperatures up to 300 oC. Cement and Concrete Research 33, 7, pp. 1047-1056.10.1016/S0008-8846(03)00005-X
  31. [31] Pan, G.Y. - Man, R.Q. - Yuan, J. (1997) Dehydrated calcium silicate hydrates calcined at low temperature and its properties. Journal of Wuhan University of Technology 19, 3, pp. 21-23.
  32. [32] Peng, G.F. - Chan, S.Y.N. - Anson, M. (2001) Chemical kinetics of C-S-H decomposition in hardened cement paste subjected to elevated temperatures up to 800 oC. Advanced Cement Research 13, 2, pp. 47-52.10.1680/adcr.2001.13.2.47
  33. [33] Heikal, M. (2008) Effect of elevated temperature on the physico- mechanical and micro-structural properties of blended cement pastes. Building Research Journal 56, 2-3, pp. 157-172.
  34. [34] Heikal, M. - El-Didamony, H. - Helmy, I.M. - Abd El-Raoof, F. (2004) Electrical properties, physico-chemical and mechanical characteristics of fly ash-limestone-filled pozzolanic cement. Ceramics-Silicáty 48, 2, pp. 49-58.
  35. [35] Heikal, M. - El-Didamony, H. - Morsy, M.S. (2000) Limestone- filled pozzolanic cement. Cement and Concrete Research 30, pp. 1827-1834. 10.1016/S0008-8846(00)00402-6
DOI: https://doi.org/10.2478/sjce-2013-0020 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
Language: English
Page range: 41 - 50
Published on: Jan 29, 2014
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2014 Magdy Ali Abd El Aziz, Salh Abdelaleem, Mohamed Heikal, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons License.