Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads.
Ahmed, Mousa Khalifa (2009)
Mathematical Problems in Engineering
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Displaying similar documents to “The nonlinear instability modes of dished shallow shells under circular line loads.”
Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads.
Effect of imperfections and damping on the type of nonlinearity of circular plates and shallow spherical shells.
Touzé, Cyril, Camier, Cédric, Favraud, Gaël, Thomas, Olivier (2008)
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Modeling and simulations of collapse instabilities of microbeams due to capillary forces.
Ouakad, Hassen M., Younis, Mohammad I. (2009)
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Lacarbonara, Walter, Pacitti, Arnaud (2008)
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Kurpa, L.V., Shmatko, T.V., Onufrienko, O.G. (2006)
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Hosking, R. J. (2000)
Journal of Applied Mathematics and Decision Sciences
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Unconstrained finite element for geometrical nonlinear dynamics of shells.
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Buckling of beam-column problem of anisotropic cylindrical shells
Anukul De (1986)
Aplikace matematiky
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The object of this paper is to formulate the differential equations in the beamcolumn problem of the buckling of anisotropic cylindrical shells, placed between the plates of a testing machine subject to an axial load and a radial load of sufficient magnitude to bring the expansion without constraint of the edges produced by to zero deflection. The solution is obtained with necessary boundary conditions and the corresponding results for the isotropic case are deduced.