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Effect of range of stress on fatigue strength of waterlogged concrete

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. T. S. Karanfilov, “Fatigue of saturated concrete,” Gidrotekh. Stroitel'., No. 9 (1967).

  2. N. S. Karpukhin, “Investigation of concrete fatigue in connection with the calculation of bridge structures in terms of limiting states,” Trydy MIIT, Transzheldorizdat, No. 152 (1962).

  3. C. E. Kesler and J. W. Murdoc, “Effect of stress range on fatigue strength of plain concrete beams,” Journal of ACY,30, No. 2 (1958).

  4. O. Graf and E. Brenner, “Versuche zur Ermittlung der Widerstandfahigkeit von Beton gegen oftmals wiederholte Druckbelastung,” Deutscher Ausschuss für Eisenbeton, Heft 76 (1934), Heft 83 (1936).

  5. O. Ya. Berg, G. N. Pisanko, and Yu. N. Khromets, “Strength and deformation of concrete and reinforced concrete under the action of repeated loads,” Transactions of the Joint Conference of Hydraulic Engineering, Énergiya, No. 12 (1964).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 24–25, March, 1969.

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Karanfilov, T.S. Effect of range of stress on fatigue strength of waterlogged concrete. Hydrotechnical Construction 3, 235–236 (1969). https://doi.org/10.1007/BF02377211

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