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On the stressed state of concrete at low temperatures

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Abstract

We give the results of experimental study of the influence of internal stresses that arise in concrete under cyclic freezing on its frost-resistance. On this basis we exhibit the causes of destruction of concrete tested for frost-resistance in a working temperature range.

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Literature cited

  1. A. S. Berkman and I. G. Mel'nikova,The Structure and Frost-resistance of Wall Materials [in Russian], Gosstroiizdat, Moscow (1972).

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  3. S. A. Mironov,Theory and Methods of Pouring Concrete in Winter [in Russian], Stroiizdat, Moscow (1978).

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  4. A. M. Podval'nyi, “On the characteristic stresses that arise in concrete during freezing,”Inzh.-Fiz. Zh.,25, No. 2, 65–69 (1973).

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Authors
  1. B. O. Bagrov
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  2. T. D. Vasil'eva
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  3. N. T. Gumenyuk
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  4. T. N. Nurimov
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  5. I. N. Preobrazhenskii
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Additional information

Translated fromMatematicheskie Metody i Fiziko-Mekhanicheskie Polya, Issue 27, 1988, pp. 81–83.

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Bagrov, B.O., Vasil'eva, T.D., Gumenyuk, N.T. et al. On the stressed state of concrete at low temperatures. J Math Sci 62, 2577–2579 (1992). https://doi.org/10.1007/BF01099153

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  • DOI: https://doi.org/10.1007/BF01099153

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