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Deflection of a Thin Rectangular Plate with Free Edges under Concentrated Loads

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Abstract

The analytical solution for the deflection of a thin rectangular plate with free edges under concentrated loads from actuators resting on an infinitely rigid foundation is presented. The solution is based on the application of the integral transforms and takes into consideration the kinematic pairs between the plate and actuators, which are deformed according to Hooke’s law.

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Authors and Affiliations

  1. LUCH Research and Production Association, Research and Development Institute, Federal State Unitary Enterprise, Podolsk, 142100, Russia

    V. N. Fedoseyev & D. A. Yagnyatinskiy

Authors
  1. V. N. Fedoseyev
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  2. D. A. Yagnyatinskiy
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Corresponding author

Correspondence to D. A. Yagnyatinskiy.

Additional information

Russian Text © The Author(s), 2019, published in Prikladnaya Matematika i Mekhanika, 2019, Vol. 83, No. 4, pp. 653–659.

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Fedoseyev, V.N., Yagnyatinskiy, D.A. Deflection of a Thin Rectangular Plate with Free Edges under Concentrated Loads. Mech. Solids 54, 750–755 (2019). https://doi.org/10.3103/S0025654419050078

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  • DOI: https://doi.org/10.3103/S0025654419050078

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