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Creep of a nonlinear viscoelastic beam bent by a random moment

Abstract

The moments of the stress distribution are calculated for a beam made of unidirectional glass-reinforced plastic bent by a random moment. The method previously proposed in [1] is used to solve the statistical boundary value problem.

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Literature cited

  1. 1.

    S. D. Volkov and Yu. V. Sokolkin, Mekh. Polim. [Polymer Mechanics], No. 2, 237 (1968).

  2. 2.

    A. A. Il'yushin and I. I. Pospelov, Inzh. Zh.,4, 697 (1964).

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Additional information

V. A. Steklov Mathematical Institute, Sverdlovsk Branch, Academy of Sciences of the USSR, Translated from Mekhanika Polimerov, Vol. 4, No. 4, pp. 731–734, July–August, 1968.

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Sokolkin, Y.V. Creep of a nonlinear viscoelastic beam bent by a random moment. Polymer Mechanics 4, 571–574 (1968). https://doi.org/10.1007/BF00855775

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Keywords

  • Statistical Boundary
  • Stress Distribution
  • Viscoelastic Beam
  • Random Moment
  • Nonlinear Viscoelastic Beam