AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD

AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD

It is considered stiffeners, that don't coincide withlinesof principal curvatures,in thevariational-difference method(BPM) analysis of shellsof complex shapedefinedin the linesof the principal curvatures.Ribs aredescribed by theKirchhoff-Clebsch theory of curved bars:a tension, a bendinganda to...

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Bibliographic Details
Main Author: I V Kushnarenko
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2015-02-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
подкрепления
ребристые оболочки
рёбра не в линиях кривизн
формообразование
численные методы
вариационно-разностный метод
сеточный метод
полная энергия деформации
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/10932
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spelling doaj-10362c6bb75a4ab2b9d54af909e59d662020-11-25T00:58:02ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002015-02-0101505810931AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHODI V Kushnarenko0Российский университет дружбы народовIt is considered stiffeners, that don't coincide withlinesof principal curvatures,in thevariational-difference method(BPM) analysis of shellsof complex shapedefinedin the linesof the principal curvatures.Ribs aredescribed by theKirchhoff-Clebsch theory of curved bars:a tension, a bendinganda torsion ofa rib are taken into account; shells are described by the Kirchhoff-Love theoryof thin elasticshells.http://journals.rudn.ru/structural-mechanics/article/view/10932подкрепленияребристые оболочкирёбра не в линиях кривизнформообразованиечисленные методывариационно-разностный методсеточный методполная энергия деформации
collection DOAJ
language English
format Article
sources DOAJ
author I V Kushnarenko
spellingShingle I V Kushnarenko
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Structural Mechanics of Engineering Constructions and Buildings
подкрепления
ребристые оболочки
рёбра не в линиях кривизн
формообразование
численные методы
вариационно-разностный метод
сеточный метод
полная энергия деформации
author_facet I V Kushnarenko
author_sort I V Kushnarenko
title AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
title_short AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
title_full AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
title_fullStr AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
title_full_unstemmed AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
title_sort account of ribs, that don't coincide with lines of principal curvatures, in a shell analysis by variational-difference method
publisher Peoples’ Friendship University of Russia (RUDN University)
series Structural Mechanics of Engineering Constructions and Buildings
issn 1815-5235
2587-8700
publishDate 2015-02-01
description It is considered stiffeners, that don't coincide withlinesof principal curvatures,in thevariational-difference method(BPM) analysis of shellsof complex shapedefinedin the linesof the principal curvatures.Ribs aredescribed by theKirchhoff-Clebsch theory of curved bars:a tension, a bendinganda torsion ofa rib are taken into account; shells are described by the Kirchhoff-Love theoryof thin elasticshells.
topic подкрепления
ребристые оболочки
рёбра не в линиях кривизн
формообразование
численные методы
вариационно-разностный метод
сеточный метод
полная энергия деформации
url http://journals.rudn.ru/structural-mechanics/article/view/10932
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