Response of a cylindrical panel made of layers of composite material and subjected to in-plane loads is investigated. Prebuckling deformations are determined for antisymmetric angle-ply and cross-ply panels having simply supported boundary conditions. Buckling solutions are obtained via the Rayleigh-Ritz method. Nonlinear programming is used to optimize the designs. Design variables are taken as fiber orientations and/or thicknesses of different layers. Numerical results are presented for different materials and different geometrical parameters, including aspect ratio and curvature-to-length ratio.
Design of Composite Cylindrical Panels for Maximum Axial and Shear Buckling Capacity
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Kumar, N., and Tauchert, T. R. (September 1, 1991). "Design of Composite Cylindrical Panels for Maximum Axial and Shear Buckling Capacity." ASME. J. Energy Resour. Technol. September 1991; 113(3): 204–209. https://doi.org/10.1115/1.2905806
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