THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS

The main subjects of the article are theoretical strength and buckling analyses of a sinusoidal velaroidal shell subjected to its self-weight and uniformly distributed load in geometric nonlinearity. A short history of finite element applications to shell buckling is given. The finite element method...

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Main Author: Светлана Львовна Шамбина
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2017-09-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/15081
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author Светлана Львовна Шамбина
author_facet Светлана Львовна Шамбина
author_sort Светлана Львовна Шамбина
collection DOAJ
description The main subjects of the article are theoretical strength and buckling analyses of a sinusoidal velaroidal shell subjected to its self-weight and uniformly distributed load in geometric nonlinearity. A short history of finite element applications to shell buckling is given. The finite element method is used in its matrix formulation. The elastic stiffness matrixes in the local coordinate system of the membrane element are defined in their general form. The out-of-plane geometric stiffness matrix for the plate along the same lines is derived.
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spelling doaj.art-b47d19c3961a4dbba29d7c7eaf8464d42022-12-22T01:15:57ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002017-09-010315561THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLSСветлана Львовна Шамбина0Российский университет дружбы народовThe main subjects of the article are theoretical strength and buckling analyses of a sinusoidal velaroidal shell subjected to its self-weight and uniformly distributed load in geometric nonlinearity. A short history of finite element applications to shell buckling is given. The finite element method is used in its matrix formulation. The elastic stiffness matrixes in the local coordinate system of the membrane element are defined in their general form. The out-of-plane geometric stiffness matrix for the plate along the same lines is derived.http://journals.rudn.ru/structural-mechanics/article/view/15081sinusoidal velaroidal surfacesnonlinear buckling analysislinear elastic stiffness matricesnormal stiffnessgeometric stiffness matrixchain rule differentiation
spellingShingle Светлана Львовна Шамбина
THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
Structural Mechanics of Engineering Constructions and Buildings
sinusoidal velaroidal surfaces
nonlinear buckling analysis
linear elastic stiffness matrices
normal stiffness
geometric stiffness matrix
chain rule differentiation
title THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
title_full THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
title_fullStr THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
title_full_unstemmed THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
title_short THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
title_sort theoretical approach for the geometrically nonlinear buckling analysis of sinusoidal velaroidal shells
topic sinusoidal velaroidal surfaces
nonlinear buckling analysis
linear elastic stiffness matrices
normal stiffness
geometric stiffness matrix
chain rule differentiation
url http://journals.rudn.ru/structural-mechanics/article/view/15081
work_keys_str_mv AT svetlanalʹvovnašambina theoreticalapproachforthegeometricallynonlinearbucklinganalysisofsinusoidalvelaroidalshells