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The effects of the material profiles and boundary conditions on the free vibration of the functionally sector plates are also studied.
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Furthermore, new results for functionally graded sector plates with elastic restraints are given.
New numerical results for laminated composite and functionally graded sector plates with elastic restraints are given.
Generally, the material properties of functionally graded sector plates are assumed to vary continuously and smoothly in thickness direction.
The results for the critical buckling load of moderately thick functionally graded sector plates resting on elastic foundation are reported for the first time.
The critical buckling load is obtained and the effects of geometrical parameters and power law index on the stability of functionally graded sector plates are studded.
A modified Fourier series method is applied to study the free vibration of laminated composite and four-parameter functionally graded sector plates with general boundary conditions.
To ensure the validity and accuracy of the method, numerous examples for isotropic and functionally graded sector plates with various boundary conditions are presented.
The main purpose of this paper is to investigate free vibration behaviors of functionally graded sector plates with general boundary conditions in the context of three-dimensional theory of elasticity.
In this article, thermal buckling analysis of moderately thick functionally graded annular sector plate is studied.
Non-linear analysis of two-directional functionally graded annular sector plates has not been performed yet.
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