Abstract
In this article mixed semi-analytical and analytical solutions are presented for a rectangular plate made of functionally graded (FG) material. All edges of a plate are under simply supported (diaphragm) end conditions and general stress boundary conditions can be applied on both top and bottom surface of a plate during solution. A mixed semi-analytical model consists in defining a two-point boundary value problem governed by a set of first-order ordinary differential equations in the plate thickness direction. Analytical solutions based on shear-normal deformation theories are also established to show the accuracy, simplicity and effectiveness of mixed semi-analytical model. The FG material is assumed to be exponential in the thickness direction and Poisson’s ratio is assumed to be constant.
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Appendix
Appendix
The coefficients of matrix [A] are,
where, \( \bar{E}_{h} = \left( {\frac{{E_{o} }}{{1 - \upsilon^{2} }}} \right)e^{\lambda } \quad {\text{and}}\quad \bar{E}_{o} = \frac{{E_{o} }}{{(1 - \upsilon^{2} )}} \) and A i,j = A j,i, (i, j = 1 to 11)
The coefficients of matrix [B] are,
and B i,j = B j,i (i, j = 1 to 4)
[D] and [E] matrix are same as [B] matrix.
The coefficients of vector {I} are
The coefficients of matrix [X] are
in which, \( \alpha = \frac{m\pi }{a} \) and \( \beta = \frac{n\pi }{b} \) and X i,j = X j,i, (i, j = 1 to 12)
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Pendhari, S.S., Kant, T., Desai, Y.M. et al. Static solutions for functionally graded simply supported plates. Int J Mech Mater Des 8, 51–69 (2012). https://doi.org/10.1007/s10999-011-9175-1
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DOI: https://doi.org/10.1007/s10999-011-9175-1