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- W3173345417 abstract "An incremental finite element procedure is presented for nonlinear buckling (collapse) analysis of composite shells undergoing large elastic deformations. The type of element employed is a modified version of Clough-Felippa's quadrilateral shell element. The element is made of any number of rigidly bonded orthotropic layers of different thicknesses and material properties. Transverse shear deformations are neglected but the coupling between the inplane and bending, as well as between shear and normal deformations, is retained. A number of buckling problems of composite panels and shells are worked out and the results are presented." @default.
- W3173345417 created "2021-07-05" @default.
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- W3173345417 date "1974-04-17" @default.
- W3173345417 modified "2023-09-25" @default.
- W3173345417 title "Nonlinear buckling analysis of composite shells" @default.
- W3173345417 cites W2060000305 @default.
- W3173345417 doi "https://doi.org/10.2514/6.1974-411" @default.
- W3173345417 hasPublicationYear "1974" @default.
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