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Results of investigations into the effect of permanent welding stresses on the static strength of reinforced-concrete members in bending

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. M. E. Pisitsyn, “Reactive stresses in reinforcement due to welding at erection joints by the bath method,” Transportnoe Stroitel'stvo, No. 2 (1962).

  2. Engineering Instructions for Calculation of the Effect of Reactive Stresses from Reinforcement Welding at Erection Joints on the Static and Vibration Strength of Structures in the Design, Planning, and Construction of Bridges [in Russian], VSN 105-64 (1964).

  3. O. V. Mikhailov, “Features of the design of prefabricated monolithic reinforced-concrete structures, reinforced with prestressed members,” Beton i Zhelezobeton, No. 5 (1959).

  4. A. N. Smirnov, “Electric welding deformations in the reinforcement of prefabricated reinforced-concrete members,” Gidrotekhnicheskoe Stroitel'stvo, No. 12 (1969).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 30–34, May, 1970.

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Kirillov, A.P., Glukhov, Y.G. Results of investigations into the effect of permanent welding stresses on the static strength of reinforced-concrete members in bending. Hydrotechnical Construction 4, 429–434 (1970). https://doi.org/10.1007/BF02376141

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  • DOI: https://doi.org/10.1007/BF02376141

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