2015
DOI: 10.1016/j.compstruct.2015.03.018
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Coupled higher order and mixed layerwise finite element based static and free vibration analyses of laminated plates

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Cited by 10 publications
(2 citation statements)
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“…It can be obtained by sliding a catenary curve on an inclined straight line, whose slope is equal to α = π/12. The reference surface can be described by the following position vector r(ϕ, y) r(ϕ, y) = (d arcsinh(tan ϕ) + y sin α sin ϕ) e 1 − y cos α e 2 + + (d(cos h(arcsinh(tan ϕ)) − 1) − y sin α cos ϕ)e 3 (55) in which ϕ, y are the curvilinear coordinates of the surface, assuming ϕ ∈ [−1.131728, Table 6. Comparison of the frequency parameter Ω = 2π f R ρ/E 2 for a laminated composite toro-circular panel (R b = −1.5m) with different boundary conditions and lamination schemes.…”
Section: Free Vibrations Of Laminated Composite Shellsmentioning
confidence: 99%
“…It can be obtained by sliding a catenary curve on an inclined straight line, whose slope is equal to α = π/12. The reference surface can be described by the following position vector r(ϕ, y) r(ϕ, y) = (d arcsinh(tan ϕ) + y sin α sin ϕ) e 1 − y cos α e 2 + + (d(cos h(arcsinh(tan ϕ)) − 1) − y sin α cos ϕ)e 3 (55) in which ϕ, y are the curvilinear coordinates of the surface, assuming ϕ ∈ [−1.131728, Table 6. Comparison of the frequency parameter Ω = 2π f R ρ/E 2 for a laminated composite toro-circular panel (R b = −1.5m) with different boundary conditions and lamination schemes.…”
Section: Free Vibrations Of Laminated Composite Shellsmentioning
confidence: 99%
“…Desai presents a unique finite element method for the analysis of the static and free vibration properties of thick plates and sheets. This method combines the 3D hybrid layered and the equivalent monolayer theory [3]. X.W.…”
Section: Introductionmentioning
confidence: 99%