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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Ahmed, Mousa Khalifa (2009)
Mathematical Problems in Engineering
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Touzé, Cyril, Camier, Cédric, Favraud, Gaël, Thomas, Olivier (2008)
Mathematical Problems in Engineering
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Ouakad, Hassen M., Younis, Mohammad I. (2009)
Mathematical Problems in Engineering
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Zheng, Y.F., Deng, L.Q. (2010)
Mathematical Problems in Engineering
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Lacarbonara, Walter, Pacitti, Arnaud (2008)
Mathematical Problems in Engineering
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Kurpa, L.V., Shmatko, T.V., Onufrienko, O.G. (2006)
Mathematical Problems in Engineering
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Hosking, R. J. (2000)
Journal of Applied Mathematics and Decision Sciences
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Coda, Humberto Breves, Paccola, Rodrigo Ribeiro (2009)
Mathematical Problems in Engineering
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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.
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.
Zhang, J.H., Zhang, W. (2011)
Mathematical Problems in Engineering
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