Authors: V M Trach
Publish Date: 2008/08/05
Volume: 44, Issue: 3, Pages: 331-344
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 stressstrain state is assumed to be geometrically nonlinear The stability of a cylindrical shell under axial compression and uniform side pressure is analyzed using the RungeKutta method with discrete orthogonalization The numerical results are compared with analytical solutions
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