Abstract
An approach to solving the buckling problem for shells made of a composite material with one plane of elastic symmetry is presented. The approach employs complex Fourier series. The prebuckling stress-strain state is assumed to be geometrically nonlinear. The stability of a cylindrical shell under axial compression and uniform side pressure is analyzed using the Runge-Kutta method with discrete orthogonalization. The numerical results are compared with analytical solutions
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Translated from Prikladnaya Mekhanika, Vol. 44, No. 3, pp. 109–124, March 2008.
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Trach, V.M. Stability of composite shells of revolution. Int Appl Mech 44, 331–344 (2008). https://doi.org/10.1007/s10778-008-0049-7
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DOI: https://doi.org/10.1007/s10778-008-0049-7