SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS

We consider the deformation calculation of inelastic composite bars of variable cross section along the length of variable-stiffness relationships shift. The solution is based on an overall A.R. Rzhanitsyn's theory of elastic spatial working composite rods. A formula to determine the equivalent...

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Main Author: A A Rochev
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2012-03-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/11190
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author A A Rochev
author_facet A A Rochev
author_sort A A Rochev
collection DOAJ
description We consider the deformation calculation of inelastic composite bars of variable cross section along the length of variable-stiffness relationships shift. The solution is based on an overall A.R. Rzhanitsyn's theory of elastic spatial working composite rods. A formula to determine the equivalent modules strains previously obtained by the author, which taking into account the development of inelastic strains in wet composite rod, the compressibility and shear deformation of the material branches are used. The variable stiffness of the inelastic composite rod in torsion is taken into account.
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spelling doaj.art-4e04d821563a4b1ebe961a329585ff472022-12-21T23:37:12ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002012-03-0101172311189SPATIAL CALCULATION OF INELASTIC COMPOSITE BARSA A Rochev0Петрозаводский государственный университетWe consider the deformation calculation of inelastic composite bars of variable cross section along the length of variable-stiffness relationships shift. The solution is based on an overall A.R. Rzhanitsyn's theory of elastic spatial working composite rods. A formula to determine the equivalent modules strains previously obtained by the author, which taking into account the development of inelastic strains in wet composite rod, the compressibility and shear deformation of the material branches are used. The variable stiffness of the inelastic composite rod in torsion is taken into account.http://journals.rudn.ru/structural-mechanics/article/view/11190пространственный деформационный расчеттонкостенные профилиэквивалентные модули деформацийжесткости на кручение
spellingShingle A A Rochev
SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
Structural Mechanics of Engineering Constructions and Buildings
пространственный деформационный расчет
тонкостенные профили
эквивалентные модули деформаций
жесткости на кручение
title SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
title_full SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
title_fullStr SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
title_full_unstemmed SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
title_short SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
title_sort spatial calculation of inelastic composite bars
topic пространственный деформационный расчет
тонкостенные профили
эквивалентные модули деформаций
жесткости на кручение
url http://journals.rudn.ru/structural-mechanics/article/view/11190
work_keys_str_mv AT aarochev spatialcalculationofinelasticcompositebars