Frost Destruction of Concrete – A Study of the Validity of Different Mechanisms

  • 1 Lund Institute of Technology, , SE-221 00, Lund

Abstract

Well-known frost destruction mechanisms applicable to concrete not exposed to salt are, (1) hydraulic pressure during freezing, (2) growth of ice-bodies in capillaries during freezing. Theories behind these mechanisms are presented. A third mechanism, ice expansion during heating of frozen concrete, is put forward. The validity of a certain mechanisms is discussed by analyzing its ability to explain experimental observations.

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  • 1. Fagerlund G: “A service life model for internal frost damage in concrete,” Report TVBM-3119, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2004.

  • 2. Fagerlund G: “The critical flow distance at freezing of concrete – theory and experiment,” Nordic Concrete Research, No. 56, 2017, pp. 35-53.

  • 3. Fagerlund G: “Significance of critical degrees of saturation at freezing of porous and brittle materials,” Special Publication SP-47-2 “Durability of Concrete,” American Concrete Institute. Detroit, USA, 1973.

  • 4. Fridh K.: “Internal frost damage of concrete. Experimental studies of destruction mechanisms,” Report TVBM-1023, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2005.

  • 5. Powers T.C.: “The air requirement of frost-resistant concrete,” Highway Research Board Proceedings, No 29, 1949, pp. 184-202.

  • 6. Powers T.C.: “Structure and physical properties of hardened Portland cement paste,” J. American Ceramic Soc., Vol 41, 1958.

  • 7. Qian Z., Ye G., Schlangen E., van Breugel K.: “Modeling fracture behaviour of cement paste based on its microstructure”, Proceedings, 4th Int. Workshop of Young Doctors in Geomechanics. 21-23 Nov. 2012. École des Ponts, Paris Tech., Paris, France.

  • 8. Zwolinsky B.J. & Eicher L.D.: “High-precision viscosity of super-cooled water and analysis of the extended range temperature effect,” J. Phys. Chem., 71(13), 1971.

  • 9. Helmuth R.A.: “Capillary size restriction on ice formation in hardened Portland cement paste,” Proceedings, 4th Int. Symposium on Chemistry of Cement. Vol II. Nat. Bureau of Standards, Washington DC., USA, 1960.

  • 10. Malhotra M.V., Painter K.A., Bilodeau A.: “Mechanical properties and freezing and thawing resistance of high strength concrete incorporating silica fume,” Cement, Concrete and Aggregate. Vol 9, No 2. ASTM, Washington DC., USA, 1987.

  • 11. Helmuth, R.A., Turk, D. Elastic moduli of hardened Portland cement paste and tricalcium silicate pastes. Highway Research Board, Special report 90, 1966.

  • 12. Powers T.C: “Resistance of concrete to frost at early ages,” Proceedings, RILEM Symposium on Winter Concreting, Copenhagen, Denmark, 1956. The Danish National Institute of Building Research. Session C, General report, pp 1-50.

  • 13. Vuorinen J.: “On determination of effective degree of saturation of concrete,” Concrete and soil laboratory, Imatran Voima OY. Oulu, Finland, 1973.

  • 14. Nilsson L-O.: “Fuktproblem vid betonggolv” (“Moisture problems in concrete floors”), Report TVBM-3002, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 1977. (In Swedish.)

  • 15. Lindmark S.: “Mechanisms of salt frost scaling of Portland cement-based materials: Studies and hypothesis,” Report TVBM-1017, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 1998.

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