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- W2912023098 abstract "The paper proposes a Ritz-type solution for free vibration and buckling analysis thin-walled composite and functionally graded sandwich I-beams. The variation of material through the thickness of functionally graded beams follows the power-law distribution. The displacement field is based on the first-order shear deformation theory, which can reduce to non-shear deformable one. The governing equations of motion are derived from Lagrange's equations. Ritz method is used to obtain the natural frequencies and critical buckling loads of thin-walled beams for both non-shear deformable and shear deformable theory. Numerical results are compared to those from previous works and investigate the effects of fiber angle, material distribution, span-to-height's ratio, and shear deformation on the critical buckling loads and natural frequencies of thin-walled I-beams for various boundary conditions." @default.
- W2912023098 created "2019-02-21" @default.
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- W2912023098 date "2019-06-01" @default.
- W2912023098 modified "2023-09-27" @default.
- W2912023098 title "Vibration and buckling behaviours of thin-walled composite and functionally graded sandwich I-beams" @default.
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- W2912023098 doi "https://doi.org/10.1016/j.compositesb.2019.02.033" @default.
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