Static and dynamic behaviors of unsymmetric cross-ply laminates in cylindrical bending are investigated using von Karman large deflection theory. Due to the presence of bending-extension coupling, the effect of the large deflection term becomes pronounced even in the "small deflection " range. Further, the apparent laminate bending rigidity depends on the direction of deflection. It is also found that in free vibration at small amplitudes, large deflection theory may yield frequencies lower than linear theory. 1
N2 - The free vibrations of laminated cross-ply composite beams are examined using a Clt;supgt;0lt;/...
The theoretical analysis depends on the Classical Laminated Plate Theory (CLPT) that is based on the...
A refined higher-order shear deformation theory has been developed for large amplitude, in the sense...
Large deflection vibration of unsymmetric angle ply laminated rectangular plates are studied. Two di...
The paper deals with the transverse bending of simply supported, circular, cylindrical plates consis...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elastic large deflection r...
Dynamic Relaxation (DR) method is presented for the geometrically nonlinear laterally loaded, rectan...
Investigation of the success of classical lamination theory in predicting the response of composite ...
Many rectangular laminated plates having a high length to width ratio can be analyzed as an infinite...
A four noded rectangular finite element, having 14 degrees of freedom per node, based on a simple hi...
The paper deals with the large deflection flexural vibration of unsymmetric cross-ply laminated plat...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elasticlarge deflection re...
A refined higher-order shear deformation theory has been developed for large amplitude, in die sense...
Large deflection bending analysis of antisymmetric rectangular cross-ply plates based on Von-Karman ...
In this study, finite element method is used to compute deflections of composite beams undergoing ge...
N2 - The free vibrations of laminated cross-ply composite beams are examined using a Clt;supgt;0lt;/...
The theoretical analysis depends on the Classical Laminated Plate Theory (CLPT) that is based on the...
A refined higher-order shear deformation theory has been developed for large amplitude, in the sense...
Large deflection vibration of unsymmetric angle ply laminated rectangular plates are studied. Two di...
The paper deals with the transverse bending of simply supported, circular, cylindrical plates consis...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elastic large deflection r...
Dynamic Relaxation (DR) method is presented for the geometrically nonlinear laterally loaded, rectan...
Investigation of the success of classical lamination theory in predicting the response of composite ...
Many rectangular laminated plates having a high length to width ratio can be analyzed as an infinite...
A four noded rectangular finite element, having 14 degrees of freedom per node, based on a simple hi...
The paper deals with the large deflection flexural vibration of unsymmetric cross-ply laminated plat...
The convergence and accuracy of the Dynamic Relaxation (DR) solutions for elasticlarge deflection re...
A refined higher-order shear deformation theory has been developed for large amplitude, in die sense...
Large deflection bending analysis of antisymmetric rectangular cross-ply plates based on Von-Karman ...
In this study, finite element method is used to compute deflections of composite beams undergoing ge...
N2 - The free vibrations of laminated cross-ply composite beams are examined using a Clt;supgt;0lt;/...
The theoretical analysis depends on the Classical Laminated Plate Theory (CLPT) that is based on the...
A refined higher-order shear deformation theory has been developed for large amplitude, in the sense...