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- W2023573485 abstract "Abstract A standard four-noded rectangular element with seven degrees of freedom at each node is developed for the analysis of flexible laminated plate structures having a constant thickness of any individual layer. The displacement model is so chosen that it can explain adequately the parabolic distribution of transverse shear stresses and the non-linearity of in-plane displacements across the thickness. A wide range of plates, thick to thin and semi-rigid to flexible, are examined for different loadings and boundary conditions. The results are compared with the existing analytical and numerical solutions. The present element formulation confirms its applicability for a wide variety of laminated composite plates." @default.
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- W2023573485 date "1992-07-01" @default.
- W2023573485 modified "2023-09-23" @default.
- W2023573485 title "A simple finite element for the analysis of laminated plates" @default.
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- W2023573485 doi "https://doi.org/10.1016/0045-7949(92)90391-c" @default.
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