Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling

Isogrid structures are a configuration of stiffeners of different sections, which make up a lattice placed on thin plates, with the aim of increasing the buckling factor of the overall structure. Because of the major benefits of isogrid structures when applied to increase the buckling factor and to...

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Main Authors: Stefan HOTHAZIE, Camelia MUNTEANU, Mihaela NASTASE, Radu BIBIRE
Format: Article
Language:English
Published: National Institute for Aerospace Research “Elie Carafoli” - INCAS 2018-09-01
Series:INCAS Bulletin
Subjects:
Online Access:http://bulletin.incas.ro/files/hothazie__munteanu__nastase__bibere__vol_10_iss_3.pdf
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author Stefan HOTHAZIE
Camelia MUNTEANU
Mihaela NASTASE
Radu BIBIRE
author_facet Stefan HOTHAZIE
Camelia MUNTEANU
Mihaela NASTASE
Radu BIBIRE
author_sort Stefan HOTHAZIE
collection DOAJ
description Isogrid structures are a configuration of stiffeners of different sections, which make up a lattice placed on thin plates, with the aim of increasing the buckling factor of the overall structure. Because of the major benefits of isogrid structures when applied to increase the buckling factor and to decrease the mass of the structures the isogrid is placed on, its use has intensified until it has become a complete design technique for building cylindrical vessels under high compressive forces. Unfortunately, the detailed geometry of isogrid structures cannot be easily modelled or computed using FEM software, due to the high number of elements required to reliably mesh such a structure and the large amount of time taken to compute the results. This paper attempts to mitigate this problem by considering an analytical approach of sectioning the cylindrical vessel into component modules. These modules, consisting of a thin plate with isogrid stiffeners attached to it, are approximated as an overall thin plate with modified properties. The analytical algorithm is then implemented in a computed algebra system, which will quickly compute approximate values for the buckling factor and mass of the structure.
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spelling doaj.art-aede4f71a326485bafd2a131c0f36e6d2022-12-22T02:39:14ZengNational Institute for Aerospace Research “Elie Carafoli” - INCASINCAS Bulletin2066-82012247-45282018-09-011038910110.13111/2066-8201.2018.10.3.8Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric bucklingStefan HOTHAZIE0Camelia MUNTEANU1Mihaela NASTASE2Radu BIBIRE3INCAS – National Institute for Aerospace Research “Elie Carafoli”, B-dul Iuliu Maniu 220, Bucharest 061126, Romania, hothazie.stefan@incas.ro*INCAS – National Institute for Aerospace Research “Elie Carafoli”, B-dul Iuliu Maniu 220, Bucharest 061126, Romania, munteanu.camelia@incas.roINCAS – National Institute for Aerospace Research “Elie Carafoli”, B-dul Iuliu Maniu 220, Bucharest 061126, Romania, nastase.mihaela@incas.roINCAS – National Institute for Aerospace Research “Elie Carafoli”, B-dul Iuliu Maniu 220, Bucharest 061126, Romania, radu.bibire@incas.roIsogrid structures are a configuration of stiffeners of different sections, which make up a lattice placed on thin plates, with the aim of increasing the buckling factor of the overall structure. Because of the major benefits of isogrid structures when applied to increase the buckling factor and to decrease the mass of the structures the isogrid is placed on, its use has intensified until it has become a complete design technique for building cylindrical vessels under high compressive forces. Unfortunately, the detailed geometry of isogrid structures cannot be easily modelled or computed using FEM software, due to the high number of elements required to reliably mesh such a structure and the large amount of time taken to compute the results. This paper attempts to mitigate this problem by considering an analytical approach of sectioning the cylindrical vessel into component modules. These modules, consisting of a thin plate with isogrid stiffeners attached to it, are approximated as an overall thin plate with modified properties. The analytical algorithm is then implemented in a computed algebra system, which will quickly compute approximate values for the buckling factor and mass of the structure.http://bulletin.incas.ro/files/hothazie__munteanu__nastase__bibere__vol_10_iss_3.pdfisogridnumerical applicationsstiffenerbucklingtotal masscylindrical vessels
spellingShingle Stefan HOTHAZIE
Camelia MUNTEANU
Mihaela NASTASE
Radu BIBIRE
Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
INCAS Bulletin
isogrid
numerical applications
stiffener
buckling
total mass
cylindrical vessels
title Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
title_full Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
title_fullStr Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
title_full_unstemmed Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
title_short Analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
title_sort analysis of isogrid reinforced cylindrical vessels in the case of axially symmetric buckling
topic isogrid
numerical applications
stiffener
buckling
total mass
cylindrical vessels
url http://bulletin.incas.ro/files/hothazie__munteanu__nastase__bibere__vol_10_iss_3.pdf
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AT cameliamunteanu analysisofisogridreinforcedcylindricalvesselsinthecaseofaxiallysymmetricbuckling
AT mihaelanastase analysisofisogridreinforcedcylindricalvesselsinthecaseofaxiallysymmetricbuckling
AT radubibire analysisofisogridreinforcedcylindricalvesselsinthecaseofaxiallysymmetricbuckling