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Buckling and Vibration Analysis of Antisymmetric Angle-ply laminated Composite Plates using a Three-dimensional Higher-order Theory  

Lee, Won Hong (진주산업대학교 토목공학과)
Han, Sung Cheon (대원과학대학 토목과)
Chun, Kyoung Sik (서울시립대학교 토목공학과)
Chang, Suk Yoon (서울시립대학교 토목공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.15, no.2, 2003 , pp. 97-107 More about this Journal
Abstract
To obtain a more accurate response from larninated composite structures, the effect of transverse shear deformation, transverse normal strain/stress, and nonlinear variation of in-plane displacements vis-$\\grave{a}$-vis the thickness coordinate should be considered in the analysis. The improved higher-order theory was used to determine the critical buckling load and natural frequencies of laminated composite structures. Solutions of simply supported laminated composite plates and sandwiches were obtained in closed form using Navier's technique, with the results compared with calculated results using the first order and other higher-order theories. Numerical results were presented for fiber-reinforced laminates, which show the effects of ply orientation, number of layers, side-toithickness ratio, and aspects ratio.
Keywords
Three-dimensional higher-order theory; Free vibration; Buckling; Angle-ply; Analytical solutions;
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