Several higher-order shear deformation theories have been proposed for laminated plates, based on the expansions of displacements across the thickness, which are the same for all layers. In this study, a unified formulation of all higher-order theories is presented for cross-ply laminated plates based on polynomial expansions of displacements in the thickness coordinate z. It includes all the models available in literature. The governing equations for linear static and free vibfation response, and for buckling under inplane load are derived. The expressions for the stiffness matrix, inertia matrix, geometric stiffness matrix, and the load vector are developed for a simply supported rectangular plate using Navier's solution. A gen...
A general two-dimensional higher-order theory describing the mechanical behavior of multi-layered co...
This paper presents a refined higher-order shear deformation theory for the linear and geometrically...
Analytical formulations and solutions to the static analysis of simply supported composite and sandw...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on th...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The onset of buckling in square laminated multi-layered composite plates, subject to unidirectional ...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
In the present work a theoretical analysis depending on the new higher order . element in shear defo...
In this study, analytical solutions for the bending and buckling analysis of simply supported lamina...
A general two-dimensional higher-order theory describing the mechanical behavior of multi-layered co...
This paper presents a refined higher-order shear deformation theory for the linear and geometrically...
Analytical formulations and solutions to the static analysis of simply supported composite and sandw...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on t...
Several higher-order shear deformation theories have been proposed for laminated plates, based on th...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
The onset of buckling in square laminated multi-layered composite plates, subject to unidirectional ...
The results of the first-order shear deformation theory (FSDT) depend on the choice of the shear cor...
In the present work a theoretical analysis depending on the new higher order . element in shear defo...
In this study, analytical solutions for the bending and buckling analysis of simply supported lamina...
A general two-dimensional higher-order theory describing the mechanical behavior of multi-layered co...
This paper presents a refined higher-order shear deformation theory for the linear and geometrically...
Analytical formulations and solutions to the static analysis of simply supported composite and sandw...