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Evaluation of stresses in elements of the lock gates on the Moscow Canal

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    On the basis of analyzing the working conditions of elements of the lock gates on the Moscow Canal and on-site strain measurements the low-cycle character of loading and the possibility of failure in the maximally stressed zones as a consequence of the occurrence of repeated elastoplastic deformations in the structural material was confirmed.

  2. 2.

    It is necessary to calculate and determine experimentally the low-cycle life of elements of the load-bearing structures of lock gates and to work out recommendations on increasing their resistance to cyclic failure.

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Literature cited

  1. S. V. Serensen, R. M. Shneiderovich, A. P. Gusenkov, et al., Strength in Low-Cycle Loading. Principles of Calculation and Testing Methods [in Russian], Nauka, Moscow (1975).

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  3. A. P. Gusenkov, Strength in Isothermal and Nonisotermal Low-Cycle Loading [in Russian], Nauka, Moscow (1979).

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  4. V. I. Petrashen', “Increase of the reliability of miter gates,” Gidrotekh. Stroit., No. 5 (1976).

  5. O. L. Bandin, A. P. Gusenkov, and G. K. Sharshukov “Principles of the method of evaluating the fatigue and quaistatic low-cycle damage of structures with the use of strain gauges,” Mashinovedenie, No. 5 (1977).

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Authors
  1. V. G. Abrosimov
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  2. O. L. Bandin
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  3. A. P. Gusenkov
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  4. V. P. Kogaev
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 43–45, December, 1982.

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Abrosimov, V.G., Bandin, O.L., Gusenkov, A.P. et al. Evaluation of stresses in elements of the lock gates on the Moscow Canal. Hydrotechnical Construction 16, 653–656 (1982). https://doi.org/10.1007/BF01425150

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  • DOI: https://doi.org/10.1007/BF01425150

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