Geometric Nonlinear Shallow Shells for Variable Thickness Investigation

Leonid Stupishin; Alexander G. Kolesnikov

doi:10.4028/www.scientific.net/AMR.919-921.144

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Geometric Nonlinear Shallow Shells for Variable...

Geometric Nonlinear Shallow Shells for Variable Thickness Investigation

Abstract:

Shallow shells with variable thickness based on rectangular plan are considered. Middle surface of shells has variable form and depends on the high of supporting arches, the boundary conditions, and the thickness. Critical force coefficient and stresses of variable form shells are investigated by Bubnov-Galerkin method. The calculation method has done by the Maple program complex.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

144-147

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.144

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Online since:

April 2014

Authors:

Leonid Stupishin, Alexander G. Kolesnikov*

Keywords:

Critical Force, Nonlinearity, Shallow Shells, Stress, Variable Thickness

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References

[1] L.U. Stupishin, A.G. Kolesnikov: Nonlinear Geometrically Variable Form For Rectangular Plan Shallow Shells Examination/ Promyshlennoe I Grazhdanskoe Stroitelstvo Vol. 1 (2009), p.24.

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DOI: 10.4028/www.scientific.net/amm.501-504.514

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

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

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