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Excellent agreement between the layerwise solution and the elasticity solution is found.
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Results show an excellent agreement between the layerwise theory and approximate elasticity solution and demonstrate that the magnitude of interlaminar stresses in this problem are significant and should be considered in the structural design.
The results are compared with Layerwise solutions.
A three-dimensional hybrid method composed of series solution, the layerwise theory and the differential quadrature method in conjunction with the finite difference method is employed.
Simultaneously, through the layerwise method a semi-analytical solution is proposed for the case of arbitrary variation of the material properties.
Because an h-refinement instead of a p-refinement process is adopted to yield the convergent solutions in this analysis, the layerwise either linear or parabolic function distribution through the thickness coordinate is assumed for the related field variables.
Because an h-refinement instead of a p-refinement process is adopted to yield the convergent solutions in this work, the layerwise linear, quadratic or cubic function distribution through the thickness coordinate is assumed for the related field variables.
For a special set of boundary conditions an elasticity solution is presented to verify the validity and accuracy of the layerwise theory.
An elasticity solution is also developed in order to validate the efficiency and accuracy of the layerwise theory in predicting the interlaminar normal and shear stress distributions.
The layerwise optimisation (LO) approach is extended in this work to point-supported, symmetrically laminated rectangular plates.
A plate finite element based on the layerwise theory is applied to simplify modeling and optimization process.
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