The nonlinear instability modes of dished shallow shells under circular line loads.
Chang-Jiang, Liu, Zhou-Lian, Zheng, Cong-Bing, Huang, Xiao-Ting, He, Jun-Yi, Sun, Shan-Lin, Chen (2011)
Mathematical Problems in Engineering
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Displaying similar documents to “Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads.”
The nonlinear instability modes of dished shallow shells under circular line loads.
Flexible plate and foundation modelling.
Hosking, R. J. (2000)
Journal of Applied Mathematics and Decision Sciences
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Buckling of anisotropic shells. II
Anukul De (1983)
Aplikace matematiky
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The object of this paper is to find the solution of the differential equation of the buckling problem of anisotropic cylindrical shells with shear load in case of torsion of a long tube. The critical values of the shear load and the total torque are also found. The corresponding results for the isotropic case are deduced as a special case.
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.
Instability critical loads of the fiber reinforced elastic composites.
Crăciun, E.M., Simionescu-Panait, O. (2004)
Analele Ştiinţifice ale Universităţii “Ovidius" Constanţa. Seria: Matematică
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Modeling and simulations of collapse instabilities of microbeams due to capillary forces.
Ouakad, Hassen M., Younis, Mohammad I. (2009)
Mathematical Problems in Engineering
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On the nonlinear behaviour of bimodular multilayer ed plates.
Giacinto Porco, Giuseppe Spandea, Raffaele Zinno (1991)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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In an earlier study [16] the nonlinear behaviour of unimodular laminated plates was studied. This paper, following the previous study, concerns a large deflection analysis of moderately thick rectangular plates having arbitrary boundary conditions and finite thickness shear moduli. The plates are manufactured in bimodular materials and constructed in a cross-ply fashion or in a single layer with arbitrary fibre direction angle. Numerical results are obtained by a finite element technique...