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Stress in the linings of trough-shaped hydraulic engineering pressure tunnels

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. M. P. Sheremet’ev. “Elongation of an infinite plate with welded collar, the zone of which, together with the zone of the plate, is expressed in a circle by means of a rational function,” Nauk. Zapiski L’vivskogo Un’tu, Physical-Mathematical Series, Vol. 12, No. 3 (1949).

  2. N. I. Muskhelishvili, Basic Problems of the Mathematical Theory of Elasticity [in Russian], Nauka (1966).

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Authors
  1. N. N. Fotieva
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  2. N. S. Chetyrkin
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Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 9, pp. 8–10, September, 1971.

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Fotieva, N.N., Chetyrkin, N.S. Stress in the linings of trough-shaped hydraulic engineering pressure tunnels. Hydrotechnical Construction 5, 807–810 (1971). https://doi.org/10.1007/BF02403687

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  • DOI: https://doi.org/10.1007/BF02403687

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