The Problem of Bending of Rectangular Plate Taking into Account the Transversal Shear

Abstract

In this work the problems on the bending of rectangular plate on the basis of classical theory by Kirchhoff and Ambartsumyan’s theory is observed. It is shown, that when the plate is leaned free on two opposite sides, and on two others is hinge joint, the exactness of Kirchhoff's hypothesis is the neglecting of a related thickness in comparison with unit. Formulas for a deflection and also for shear stress resultant and generalized shear stress resultant are received. In different private cases expressions of maximal deflection and shear stress resultant are received.

Authors and Affiliations

Z. R. Baghdasaryan

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  • EP ID EP602307
  • DOI -
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How To Cite

Z. R. Baghdasaryan (2008). The Problem of Bending of Rectangular Plate Taking into Account the Transversal Shear. Հայաստանի գիտությունների ազգային ակադեմիայի տեղեկագիր․ Մեխանիկա, 61(2), -. https://europub.co.uk/articles/-A-602307