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- W3167563591 abstract "A closed-form solution based on the Reddy third-order shear deformation plate theory is proposed for the buckling of both flat and stiffened plates, with simply supported on two opposite edges. The equations governing the critical behaviour considering the full Green-Lagrange strain tensor and the second Piola-Kirchhoff stress tensor are derived using the principle of minimum potential energy. The general Levy-type approach is employed, and the accuracy and effectiveness of the proposed formulation is validated through direct comparison with analytical and numerical results available in the literature. The parametric analyses performed for different geometrical ratios show that the von Karman hypothesis holds only for thin flat plates whereas it can significantly overestimate buckling loads for stiffened plates, for which the buckling mode entails comparable in-plane and out-of-plane displacements." @default.
- W3167563591 created "2021-06-22" @default.
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- W3167563591 date "2020-01-01" @default.
- W3167563591 modified "2023-09-26" @default.
- W3167563591 title "A Closed Form Solution for the Buckling Analysis of Orthotropic Reddy Plate and Prismatic Plate Structures" @default.
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- W3167563591 doi "https://doi.org/10.1007/978-3-030-41057-5_110" @default.
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