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Flexure of beams with low shear strength on an elastic foundation

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Abstract

The deflection of a beam on an elastic foundation is determined with allowance for shears and without postulating a law of shear-stress distribution. The accuracy of approximating this law with a quadratic parabola is estimated. The effect of shears on deflection is investigated in relation to beams of different length made of materials of the oriented glass-reinforced plastic type with low shear strength.

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Authors and Affiliations

  1. Institute of Polymer Mechanics AS LatvSSR, Riga

    Yu. M. Tarnopol'skii, A. V. Roze & R. P. Shlitsa

Authors
  1. Yu. M. Tarnopol'skii
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  2. A. V. Roze
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  3. R. P. Shlitsa
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Additional information

Mekhanika Polimerov, Vol. 3, No. 5, pp. 881–887, 1967

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Tarnopol'skii, Y.M., Roze, A.V. & Shlitsa, R.P. Flexure of beams with low shear strength on an elastic foundation. Polymer Mechanics 3, 582–585 (1967). https://doi.org/10.1007/BF00859247

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  • DOI: https://doi.org/10.1007/BF00859247

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