Geometric Nonlinear Orthotropic Shallow Shells Investigation

Leonid Stupishin; Aleksander G. Kolesnikov

doi:10.4028/www.scientific.net/AMM.501-504.766

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Geometric Nonlinear Orthotropic Shallow Shells...

Geometric Nonlinear Orthotropic Shallow Shells Investigation

Abstract:

Orthotropic shallow shells based on rectangular plan variation form are considered. Middle surface of shells depends on the high of supporting arches, the boundary conditions, and the thickness. Form of shall variation on the critical force coefficient and stress of shell are investigate with the help of Bubnov-Galerkin method. The calculation method has done in the Maple program complex.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

766-769

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.766

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Online since:

January 2014

Authors:

Leonid Stupishin, Aleksander G. Kolesnikov*

Keywords:

Critical Force, Nonlinearity, Pressure, Shallow Shells, Shells Variable Form

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* - Corresponding Author

References

[1] L.U. Stupishin, A.G. Kolesnikov: Promyshlennoe I Grazhdanskoe Stroitelstvo Vol. 1 (2009), p.24.

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[2] L.U. Stupishin, A.G. Kolesnikov: Izvestiya Yugo-Zapadnogo Gosudarstvennogo Universiteta. Seriya Tekhnika Vol. 43 (2012), p.151.

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[3] V.V. Vlasov: General Theory Of Shells And Its Applications In Engineering (Gostekhizdat, Russia 1949).

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[4] V.I. Andreev About one way of optimization of the thick-walled shells. Applied Mechanics and Materials. Vols. 166-169, pp.354-358, Trans Tech Publications, Switzerland, (2012).

DOI: 10.4028/www.scientific.net/amm.166-169.354

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