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Optimum Design for Buckling of Plain and Stiffened Composite Cylindrical Panels

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Composite Structures
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Abstract

Buckling of plain and discretely stiffened composite cylindrical panels made of a repeated sublaminate construction is studied using the finite element method. In repeated sublaminate construction, a full laminate is obtained by repeating a basic sublaminate, which has a smaller number of plies. The optimum design for buckling is obtained by determining the layup sequence of the plies in the sublaminate by ranking, so as to achieve maximum buckling load for a specified thickness. For this purpose, a particularized form of a four- noded, 48-dof quadrilateral composite shell element together with a fully compatible two-noded, 16-dof composite stiffener element are used.

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© 1991 Elsevier Science Publishers LTD.

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Tripathy, B., Rao, K.P. (1991). Optimum Design for Buckling of Plain and Stiffened Composite Cylindrical Panels. In: Marshall, I.H. (eds) Composite Structures. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3662-4_29

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  • DOI: https://doi.org/10.1007/978-94-011-3662-4_29

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-1-85166-647-8

  • Online ISBN: 978-94-011-3662-4

  • eBook Packages: Springer Book Archive

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