New First-Order Shear Deformation Plate Theories

Author:

Shimpi R. P.1,Patel H. G.1,Arya H.1

Affiliation:

1. Aerospace Engineering Department, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India

Abstract

First-order shear deformation theories, one proposed by Reissner and another one by Mindlin, are widely in use, even today, because of their simplicity. In this paper, two new displacement based first-order shear deformation theories involving only two unknown functions, as against three functions in case of Reissner’s and Mindlin’s theories, are introduced. For static problems, governing equations of one of the proposed theories are uncoupled. And for dynamic problems, governing equations of one of the theories are only inertially coupled, whereas those of the other theory are only elastically coupled. Both the theories are variationally consistent. The effectiveness of the theories is brought out through illustrative examples. One of the theories has striking similarity with classical plate theory.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference36 articles.

1. On the Theory of Bending of Elastic Plates;Reissner;J. Math. Phys.

2. The Effect of Transverse Shear Deformation on the Bending of Elastic Plates;Reissner;Trans. ASME

3. Influence of Rotatory Inertia and Shear on Flexural Motions of Isotropic, Elastic Plates;Mindlin;Trans. ASME

4. Relationships Between Bending Solutions of Reissner and Mindlin Plate Theories;Wang;Eng. Struct.

5. Higher Order Theory for Vibrations of Thick Plates;Krishna Murty;AIAA J.

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