Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns

The present paper is a continuation of paper [8]. lt deals with an analysis of global and locaI stabilities and with the investigation of the initial post-buckling equilibrium paths of elastic thin-walled open orthotropic beam-columns. The channel beam-columns, simply supported at the ends, are sub...

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Main Authors: M. Królak, Z. Kołakowski
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1995-12-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/1519
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author M. Królak
Z. Kołakowski
author_facet M. Królak
Z. Kołakowski
author_sort M. Królak
collection DOAJ
description The present paper is a continuation of paper [8]. lt deals with an analysis of global and locaI stabilities and with the investigation of the initial post-buckling equilibrium paths of elastic thin-walled open orthotropic beam-columns. The channel beam-columns, simply supported at the ends, are subject to axial compression, eccentric compression or puce bending. The analytical method of analysis was presented in paper [8]. Numerical calculations are restricted to the nonlinear first order approximation [2, 4]. The principal goal of numerical analysis is to investigate the effect of the wall orthotropy factor upon the critical state (upon the critical stress values and the global and local buckling modes), and upon the initial behaviour in the post-buckling state.
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id doaj-art-5cde5df28521445f8424899d2cda02a5
institution Kabale University
issn 0867-888X
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language English
publishDate 1995-12-01
publisher Institute of Fundamental Technological Research
record_format Article
series Engineering Transactions
spelling doaj-art-5cde5df28521445f8424899d2cda02a52025-08-20T03:49:49ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711995-12-01434Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-ColumnsM. Królak0Z. Kołakowski1Department of Strength of Materials and Structures, Łódź University of Technology, ŁódźDepartment of Strength of Materials and Structures, Łódź University of Technology, Łódź The present paper is a continuation of paper [8]. lt deals with an analysis of global and locaI stabilities and with the investigation of the initial post-buckling equilibrium paths of elastic thin-walled open orthotropic beam-columns. The channel beam-columns, simply supported at the ends, are subject to axial compression, eccentric compression or puce bending. The analytical method of analysis was presented in paper [8]. Numerical calculations are restricted to the nonlinear first order approximation [2, 4]. The principal goal of numerical analysis is to investigate the effect of the wall orthotropy factor upon the critical state (upon the critical stress values and the global and local buckling modes), and upon the initial behaviour in the post-buckling state. https://et.ippt.pan.pl/index.php/et/article/view/1519
spellingShingle M. Królak
Z. Kołakowski
Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
Engineering Transactions
title Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
title_full Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
title_fullStr Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
title_full_unstemmed Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
title_short Interactive Elastic Buckling of Thin-Walled Open Orthotropic Beam-Columns
title_sort interactive elastic buckling of thin walled open orthotropic beam columns
url https://et.ippt.pan.pl/index.php/et/article/view/1519
work_keys_str_mv AT mkrolak interactiveelasticbucklingofthinwalledopenorthotropicbeamcolumns
AT zkołakowski interactiveelasticbucklingofthinwalledopenorthotropicbeamcolumns