2011
DOI: 10.1016/j.euromechsol.2010.12.008
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Three-dimensional elastic solutions for functionally graded circular plates

Abstract: Three-dimensional elastic solutions are obtained for a functionally graded thick circular plate subject to axisymmetric conditions. We consider a isotropic material where the Young modulus depends exponentially on the position along the thickness, while the Poisson ratio is constant. The solution method utilises a Plevako's representation form which reduces the problem to the construction of a potential function satisfying a linear fourth-order partial differential equation. We write this potential function in… Show more

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Cited by 37 publications
(20 citation statements)
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“…This fact is independent of the location of the section or the transverse loading pattern (as in the homogeneous plates or beams). Based on these facts, it seems that present results are slightly more accurate than those of Sburlati and Bardella (2011) paper.…”
Section: Results and Conclusioncontrasting
confidence: 43%
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“…This fact is independent of the location of the section or the transverse loading pattern (as in the homogeneous plates or beams). Based on these facts, it seems that present results are slightly more accurate than those of Sburlati and Bardella (2011) paper.…”
Section: Results and Conclusioncontrasting
confidence: 43%
“…Various combinations of the stress distributions are determined and compared with those of Sburlati and Bardella (2011) paper. In the first stage, the throughthe-thickness distributions of the radial and transverse shear stresses of various radial sections are plotted in Figures 5 and 6, respectively for case (1).…”
Section: Results and Conclusionmentioning
confidence: 99%
See 1 more Smart Citation
“…Wang et al (2010) presented a three-dimensional solution for axisymmetric bending of FGM circular plates. Sburlati and Bardella (2011) developed three-dimensional elastic solutions for the axisymmetric FGM circular plates. Behravan Rad and Shariyat (2013) presented a 3D elasticity analysis for bidirectional FGM annular plates subjected to normal and shear tractions, on elastic foundations.…”
Section: Introductionmentioning
confidence: 99%
“…This requires the introduction of two suitable functions β(z) = L(b, z), and α(z) = ∇ 2 r L(r, z)| r =b which, in turn, give rise to a different componentwise expression of the Plevako equation [Sburlati 2009b;Sburlati and Bardella 2011].…”
Section: Formulation Of the Problemmentioning
confidence: 99%