This study is concerned with the free vibration of general polygonal sandwich plates based on the Reissner-Mindlin shear deformation plate theory. The polygonal plate considered is simply supported on all its straight edges. It will be shown herein that the vibration frequencies of such sandwich plates may be computed from their well-known Kirchhoff plate counterparts via an exact relationship. This exact relationship should be useful for the development of approximate vibration formulae for sandwich plates of other shapes, boundary and loading conditions and may also serve in checking vibration frequencies computed from shear deformable plate analysis software
The free flexural vibration of thick isosceles triangular plates based on the Mindlin shear deformat...
ABSTRACT: Axisymmetric and non-axisymmetric modes of vibration of circular sandwich panels are inves...
In this paper, the effect of different boundary conditions on the free vibration analysis response o...
This paper presents an exact relationship between the natural frequencies of Reddy third-order plate...
Benchmark vibration solutions for thick polygonal plates of arbitrary boundary conditions are presen...
This article presents the Ritz method for the vibration analysis of sandwich plates having an orthot...
In this thesis, numerical data is presented for the natural frequencies of vibrations of rectangular...
Abstract—the free vibration analysis of sandwich plates with power-law FG face sheets is performed i...
The present study deals with the free vibration analysis of a three layered sandwich plate. It consi...
In this paper, a discrete method for analyzing the problems of bending and free vibration of sandwic...
©2004 American Society of Civil EngineersAn efficient six-noded triangular element based on refined ...
An analysis of free vibration of shear-deformable general triangular plates with arbitrary combinati...
In this paper, the dynamic stiffness matrix of a completely free rectangular multi-layer plate eleme...
This paper is concerned with the free vibration of skew sandwich plates composed of an orthotropic c...
A Rayleigh-Ritz analysis is presented for the free vibration of skew sandwich plates composed of an ...
The free flexural vibration of thick isosceles triangular plates based on the Mindlin shear deformat...
ABSTRACT: Axisymmetric and non-axisymmetric modes of vibration of circular sandwich panels are inves...
In this paper, the effect of different boundary conditions on the free vibration analysis response o...
This paper presents an exact relationship between the natural frequencies of Reddy third-order plate...
Benchmark vibration solutions for thick polygonal plates of arbitrary boundary conditions are presen...
This article presents the Ritz method for the vibration analysis of sandwich plates having an orthot...
In this thesis, numerical data is presented for the natural frequencies of vibrations of rectangular...
Abstract—the free vibration analysis of sandwich plates with power-law FG face sheets is performed i...
The present study deals with the free vibration analysis of a three layered sandwich plate. It consi...
In this paper, a discrete method for analyzing the problems of bending and free vibration of sandwic...
©2004 American Society of Civil EngineersAn efficient six-noded triangular element based on refined ...
An analysis of free vibration of shear-deformable general triangular plates with arbitrary combinati...
In this paper, the dynamic stiffness matrix of a completely free rectangular multi-layer plate eleme...
This paper is concerned with the free vibration of skew sandwich plates composed of an orthotropic c...
A Rayleigh-Ritz analysis is presented for the free vibration of skew sandwich plates composed of an ...
The free flexural vibration of thick isosceles triangular plates based on the Mindlin shear deformat...
ABSTRACT: Axisymmetric and non-axisymmetric modes of vibration of circular sandwich panels are inves...
In this paper, the effect of different boundary conditions on the free vibration analysis response o...