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- W2532977122 abstract "Abstract This paper presents a finite element model based on the first-order shear deformation theory for free vibration and buckling of functionally graded beams. The present element has five nodes and ten degrees-of-freedom. Material properties vary continuously through the beam thickness according to the power-law form. Governing equations are derived with the aid of Lagrange's equations. Natural frequencies and buckling loads are calculated numerically for different end conditions, power-law indices, and span-to-depth ratios. Accuracy of the present element is demonstrated by comparisons with the available results." @default.
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- W2532977122 date "2017-01-01" @default.
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- W2532977122 title "Finite element model for vibration and buckling of functionally graded beams based on the first-order shear deformation theory" @default.
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- W2532977122 doi "https://doi.org/10.1016/j.compositesb.2016.10.039" @default.
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