Abstract

Abstract This paper presents a single variable new first-order shear deformation plate theory with only one fourth-order partial governing differential equation. It may be noted that, first-order shear deformation plate theory of Mindlin has three coupled partial governing differential equations involving three unknown functions. Even a recently developed new first-order shear deformation plate theory has two uncoupled partial governing differential equations involving two unknown functions for static problems. The displacement functions of the proposed theory give rise to constant transverse shear strains through thickness of the plate and, as is the case of Mindlin plate theory, the proposed theory also requires a shear correction factor. The governing differential equation, expressions for moments and shear forces of the proposed theory have a striking resemblance to the corresponding expressions of classical plate theory. The proposed theory is the only first-order shear deformation plate theory with two different types of physically meaningful clamped boundary conditions. To obtain solutions for the flexure of the plate, efforts required using the proposed theory are comparable to those involved in the case of classical plate theory. The effectiveness of the proposed theory is demonstrated through illustrative examples and by comparing results obtained with other plate theories.

Highlights

  • The simplest plate theory is classical plate theory (CPT) which was developed in the late 19th century

  • CPT does not take into account the effects of transverse shear deformations present through the plate thickness

  • The objective of this paper is to present a single variable new first-order shear deformation theory for isotropic plates with only one partial governing differential equation

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Summary

Introduction

The simplest plate theory is classical plate theory (CPT) which was developed in the late 19th century. It has been widely used as a first level check for analysis of structures that can be approximated as plates. CPT does not take into account the effects of transverse shear deformations present through the plate thickness. These effects of shear in plate deformations are significant especially in case of thick plates. Use of CPT provides underestimated deflections and overestimated frequencies and buckling loads for thick plates (Ghugal and Shimpi (2002))

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