In this paper by applying a numerical method called “Dynamic Relaxation”, the bending analysis of multi-layer composite plates with different circular shapes is studied. To illustrate the performance of this method, some multi-layer composite plates with various geometrical shapes are analyzed. These various geometrical shapes include circular plates with special geometries such as including a hole or variable sections. Moreover, to demonstrate the accuracy level of this method, its results are compared with the other numerical methods such as Finite Element or analytical ones by considering the both cases of small and large deflections. The analytical results of this study show that the DR method has a high ability in bending analysis of m...
The construction of the bending non-linear theory and the calculation of composite plates and gently...
Computer Science, Interdisciplinary ApplicationsEngineering, CivilSCI(E)25ARTICLE2609-6143
First order orthotropic shear deformation equations for the linear elastic bending response of recta...
Dynamic Relaxation (DR) method is presented for the analysis ofgeometrically linear laterally loaded...
Dynamic Relaxation (DR) method is presented for the analysis of geometrically linear laterally loade...
Dynamic Relaxation (DR) method is presented for the analysis ofgeometrically linear laterally loaded...
In this paper, various dynamic relaxation methods are investigated for geometric nonlinear analysis ...
Based on the adaptive Dynamic Relaxation (aDR) method, a modified adaptive Dynamic Relaxation (maDR)...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elastic large deflection r...
A new finite element for circular plates based on Mindlin's shear-deformable plate theory is develop...
Abstract: The present work deals with the modeling and analysis of laminated composites plate. In th...
First – order orthotropic shear deformation equations for thenonlinearly elastic bending response of...
Dynamic Relaxation (DR) method is presented for the geometrically nonlinear laterally loaded, rectan...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elasticlarge deflection re...
Dynamic Relaxation (DR) method is presented for the analysis of geometrically linear laterally loade...
The construction of the bending non-linear theory and the calculation of composite plates and gently...
Computer Science, Interdisciplinary ApplicationsEngineering, CivilSCI(E)25ARTICLE2609-6143
First order orthotropic shear deformation equations for the linear elastic bending response of recta...
Dynamic Relaxation (DR) method is presented for the analysis ofgeometrically linear laterally loaded...
Dynamic Relaxation (DR) method is presented for the analysis of geometrically linear laterally loade...
Dynamic Relaxation (DR) method is presented for the analysis ofgeometrically linear laterally loaded...
In this paper, various dynamic relaxation methods are investigated for geometric nonlinear analysis ...
Based on the adaptive Dynamic Relaxation (aDR) method, a modified adaptive Dynamic Relaxation (maDR)...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elastic large deflection r...
A new finite element for circular plates based on Mindlin's shear-deformable plate theory is develop...
Abstract: The present work deals with the modeling and analysis of laminated composites plate. In th...
First – order orthotropic shear deformation equations for thenonlinearly elastic bending response of...
Dynamic Relaxation (DR) method is presented for the geometrically nonlinear laterally loaded, rectan...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elasticlarge deflection re...
Dynamic Relaxation (DR) method is presented for the analysis of geometrically linear laterally loade...
The construction of the bending non-linear theory and the calculation of composite plates and gently...
Computer Science, Interdisciplinary ApplicationsEngineering, CivilSCI(E)25ARTICLE2609-6143
First order orthotropic shear deformation equations for the linear elastic bending response of recta...