A simple C0 isoparametric finite element formulation based on a shear deformable model of higher-order theory using a higher-order facet shell element is presented for the free vibration analysis of isotropic, orthotropic and layered anisotropic composite and sandwich laminates. This theory incorporates a realistic non-linear variation of displacements through the shell thickness, and eliminates the use of shear correction coefficients. The validity and efficiency of the present formulation is established by obtaining solutions to a wide range of problems and comparing them with the available three-dimensional closed-form and finite element solutions. In addition, other plate and shell solutions of different kind and available in the litera...
A C0 continuous finite element formulation of a higher order shear deformation theory is presented f...
Closed-form formulations of 2-D higher-order shear deformation theories (HOSTs) for the free vibrati...
The free vibration problem of flat plates is one of the most studied problem in structural mechanics...
A simple C0isoparametric finite element formulation based on a shear deformable model of higher-orde...
This paper presents a refined higher-order theory for free vibration analysis of unsymmetrically lam...
A C<sup>0</sup> finite element formulation of the higher-order theory is used to determine the natur...
Two higher-order shear deformable finite element models using a higher-order facet shell element are...
The present work deals with free vibration analysis of laminated composite plates using a presen...
A refined higher-order shear deformation theory has been developed for large amplitude, in the sense...
A simple C degrees isoparametric finite element model, based on a higher-order shear deformation the...
Two new C0 assumed strain finite element formulations of Reddy's higher-order theory are used to det...
Abstract-This paper presents a refined higher-order theory for free vibration analysis of unsymmetri...
Recently developed shear deformation theory is used to analyze vibrations of laminated composite and...
based on "nite element methods. In this investigation, analytical solutions for the free vibrat...
Recently developed shear deformation theory is used to analyze vibrations of laminated composite and...
A C0 continuous finite element formulation of a higher order shear deformation theory is presented f...
Closed-form formulations of 2-D higher-order shear deformation theories (HOSTs) for the free vibrati...
The free vibration problem of flat plates is one of the most studied problem in structural mechanics...
A simple C0isoparametric finite element formulation based on a shear deformable model of higher-orde...
This paper presents a refined higher-order theory for free vibration analysis of unsymmetrically lam...
A C<sup>0</sup> finite element formulation of the higher-order theory is used to determine the natur...
Two higher-order shear deformable finite element models using a higher-order facet shell element are...
The present work deals with free vibration analysis of laminated composite plates using a presen...
A refined higher-order shear deformation theory has been developed for large amplitude, in the sense...
A simple C degrees isoparametric finite element model, based on a higher-order shear deformation the...
Two new C0 assumed strain finite element formulations of Reddy's higher-order theory are used to det...
Abstract-This paper presents a refined higher-order theory for free vibration analysis of unsymmetri...
Recently developed shear deformation theory is used to analyze vibrations of laminated composite and...
based on "nite element methods. In this investigation, analytical solutions for the free vibrat...
Recently developed shear deformation theory is used to analyze vibrations of laminated composite and...
A C0 continuous finite element formulation of a higher order shear deformation theory is presented f...
Closed-form formulations of 2-D higher-order shear deformation theories (HOSTs) for the free vibrati...
The free vibration problem of flat plates is one of the most studied problem in structural mechanics...