Abstract

This article performs the buckling and vibration studies of the sandwich plates with a negative Poisson’s ratio honeycomb core. Based on the isogeometric analysis in conjunction with the refined shear deformation theory, the discrete equilibrium equations of the sandwich plate are established. Numerical results show that the plate with negative Poisson’s ratios of the honeycomb core layer has a higher load-bearing capacity than that with positive Poisson’s ratios. In addition, the optimal inclined angles of honeycomb core for negative Poisson’s ratios subjected to different loading types are obtained. The normalized natural frequency of the plate almost decreases by 10% when the Poisson’s ratio ν 12 of honeycomb core decreases from −0.3 to −5.5.

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