Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
253412 | Composite Structures | 2009 | 10 Pages |
Abstract
Based on the Levinson plate theory (LPT) and the first-order shear deformation plate theory (FST), the bending analysis of functionally graded (FG) thick circular sector plates is presented. The LPT solutions of FG sectorial plates are first expressed in terms of the solutions of the classical plate theory (CPT) for homogeneous sectorial plates and then presented using a direct method. It is assumed that the non-homogeneous mechanical properties of plate, graded through the thickness, are described by a power function of the thickness coordinate. The results are given in closed-form solutions and verified with the known data in the literature.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
S. Sahraee,