The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear

In the paper are presented the results of theoretical analysis of post-buckling state of a thin­walled, elastic, multilayered shell in a form of a cylindrical sector, subjected to the action of unidirectional compression and simultaneous shear. The shell consists of orthotropic layers and has a symm...

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Main Authors: W. Walczak, N.X. Luu
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1979-03-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2011
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author W. Walczak
N.X. Luu
author_facet W. Walczak
N.X. Luu
author_sort W. Walczak
collection DOAJ
description In the paper are presented the results of theoretical analysis of post-buckling state of a thin­walled, elastic, multilayered shell in a form of a cylindrical sector, subjected to the action of unidirectional compression and simultaneous shear. The shell consists of orthotropic layers and has a symmetric structure. The problem is solved approximately on the basis of the non-linear version of the anisotropic shell theory given by S. A. Ambarcumian, The detailed numerical computations are made for a shell consisting of five orthotropic layers, and results of these computations are presented in the form of diagrams. The numerical computations were made on the ODRA-1204 computer.
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institution Kabale University
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2450-8071
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series Engineering Transactions
spelling doaj-art-de258dcc75104e42b6fac3630a59f5482025-08-20T03:49:54ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711979-03-01271The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous ShearW. Walczak0N.X. Luu1Technical University of Łódź, Institute of Applied MechanicsTechnical University of Łódź, Institute of Applied MechanicsIn the paper are presented the results of theoretical analysis of post-buckling state of a thin­walled, elastic, multilayered shell in a form of a cylindrical sector, subjected to the action of unidirectional compression and simultaneous shear. The shell consists of orthotropic layers and has a symmetric structure. The problem is solved approximately on the basis of the non-linear version of the anisotropic shell theory given by S. A. Ambarcumian, The detailed numerical computations are made for a shell consisting of five orthotropic layers, and results of these computations are presented in the form of diagrams. The numerical computations were made on the ODRA-1204 computer. https://et.ippt.pan.pl/index.php/et/article/view/2011
spellingShingle W. Walczak
N.X. Luu
The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
Engineering Transactions
title The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
title_full The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
title_fullStr The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
title_full_unstemmed The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
title_short The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
title_sort post buckling state of a multilayered shell in a form of a cylinder sector subjected to an unidirectional compression and simultaneous shear
url https://et.ippt.pan.pl/index.php/et/article/view/2011
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