ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY

Two variants of a refined theory of determining the stress-strain state in the boundary zone of a cylindrical shells are represented. As an example the calculations of a shell with rigidly restrained on two edges and under the influence of local distributed and concentrated loadings is considered. T...

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Main Author: Val V Firsanov
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2017-05-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/16310
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spelling doaj-691f0a70fc1a412fa0108475025a1a7d2020-11-25T01:45:07ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002017-05-0103717615295ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORYVal V Firsanov0Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования «Московский авиационный институт (национальный исследовательский университет)» «МАИ»Two variants of a refined theory of determining the stress-strain state in the boundary zone of a cylindrical shells are represented. As an example the calculations of a shell with rigidly restrained on two edges and under the influence of local distributed and concentrated loadings is considered. The Comparison of calculation results of the stress-strain state shell obtained in this work and by the classical theory is givenhttp://journals.rudn.ru/structural-mechanics/article/view/16310
collection DOAJ
language English
format Article
sources DOAJ
author Val V Firsanov
spellingShingle Val V Firsanov
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Structural Mechanics of Engineering Constructions and Buildings
author_facet Val V Firsanov
author_sort Val V Firsanov
title ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
title_short ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
title_full ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
title_fullStr ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
title_full_unstemmed ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
title_sort analisis of the “boundary layer“ stress-strain state in frames of the nonclassical cylindrical shell theory
publisher Peoples’ Friendship University of Russia (RUDN University)
series Structural Mechanics of Engineering Constructions and Buildings
issn 1815-5235
2587-8700
publishDate 2017-05-01
description Two variants of a refined theory of determining the stress-strain state in the boundary zone of a cylindrical shells are represented. As an example the calculations of a shell with rigidly restrained on two edges and under the influence of local distributed and concentrated loadings is considered. The Comparison of calculation results of the stress-strain state shell obtained in this work and by the classical theory is given
url http://journals.rudn.ru/structural-mechanics/article/view/16310
work_keys_str_mv AT valvfirsanov analisisoftheboundarylayerstressstrainstateinframesofthenonclassicalcylindricalshelltheory
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