Abstract
case of transversely loaded plates are produced for several typical sandwich configurations. These results are compared with the corresponding ones from the elasticity solution. Furthermore, the results using the classical sandwich model with and without shear are also presented. The comparison among these numerical results shows that the solution from the current theory is very close to that of the elasticity in terms of both the displacements and the transverse stress through the core. Observations in the current work suggest that this new high-order theory could have significant applications in studying the structural and failure behavior of sandwich plates.
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