Static analysis of laminated composite plate using new higher order shear deformation plate theory

Abstract EN

In the present work a theoretical analysis depending on the new higher order element in shear deformation theory for simply supported cross-ply laminated plate is developed.

The new displacement field of the middle surface expanded as a combination of exponential and trigonometric function of thickness coordinate with the transverse displacement taken to be constant through the thickness.

The governing equations are derived using Hamilton’s principle and solved using Navier solution method to obtain the deflection and stresses under uniform sinusoidal load.

The effect of many design parameters such as number of laminates, aspect ratio and thickness ratio on static behavior of the laminated composite plate has been studied.

The modal of the present work has been verified by comparing the results of shape functions with that were obtained by other workers.

Result shows the good agreement with 3D elasticity solution and that published by other researchers