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Regularities of deformation and failure of the metal of welded joints of structural steel at elevated temperatures under conditions of static and low-cycle loading. Communication 1. Resistance to deformation

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Literature Cited

  1. A. N. Romanov, “The behavior of materials under cyclic loading in connection with their static properties,” in: Structural Factors of Low Cycle Failure of Metals [in Russian], Nauka, Moscow (1977), pp. 130–140.

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  2. V. G. Lyuttsau, “Present notions concerning the mechanism of strain aging and its role in developing failure in low cycle fatigue,” in: Structural Factors of Low Cycle Failure of Metals [in Russian], Nauka, Moscow (1977), pp. 5–21.

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  3. K. K. Mukhanov, V. V. Larionov, and Kh. M. Khanukhov, “Method of evaluating the load bearing capacity of welded steel structures under low cycle loading,” Raschety Prochn., No. 17, 259–284 (1976).

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Authors
  1. Kh. M. Khanukhov
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Additional information

Central Research Institute for Projects of Steel Structures (TsNIIproektstal'konstruktsiya), Moscow. Translated from Problemy Prochnosti, No. 9, pp. 28–32, September, 1987.

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Khanukhov, K.M. Regularities of deformation and failure of the metal of welded joints of structural steel at elevated temperatures under conditions of static and low-cycle loading. Communication 1. Resistance to deformation. Strength Mater 19, 1211–1215 (1987). https://doi.org/10.1007/BF01523376

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  • DOI: https://doi.org/10.1007/BF01523376

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