Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load
In this paper the problem of the buckling of the transversal-isotropic segment of spherical shell with the different thicknesses under the influence of the load with a flat base is studied. The solution of this problem is based on the theory of the shell of moderate thickness by Paly-Spiro. This the...
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National Academy of Sciences of Belarus, State Scientific Institution “The Joint Institute of Mechanical Engineering"
2013
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oai:doaj.org-article:03c6257f2d78488d840f1edb740c17c42021-11-26T09:08:25ZBuckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load1995-04702518-1475https://doaj.org/article/03c6257f2d78488d840f1edb740c17c42013-12-01T00:00:00Zhttp://mmmm.by/en/readers-en/archive-room-en?layout=edit&id=351https://doaj.org/toc/1995-0470https://doaj.org/toc/2518-1475In this paper the problem of the buckling of the transversal-isotropic segment of spherical shell with the different thicknesses under the influence of the load with a flat base is studied. The solution of this problem is based on the theory of the shell of moderate thickness by Paly-Spiro. This theory takes into account the influence of the cross section shear and change of the shell thickness. For modelling such large deformations the method of consequent loading is used. The comparison of the results which were obtained with the use of the method of linearization of non-linear equilibrium equations and the method of minimization of elastic potential of the shell has been done. The problems of stress-strain state of soft and close to soft shells that are under the influence of a load with a flat base are important for analyzing the data related to measuring a very important in ophthalmology characteristic of intraocular pressure.A.M. Ermakov National Academy of Sciences of Belarus, State Scientific Institution “The Joint Institute of Mechanical Engineering"articlenonlinear shell theorystabilityload with a flat baseMechanical engineering and machineryTJ1-1570ENRUМеханика машин, механизмов и материалов, Iss 4(25), Pp 32-34 (2013) |
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nonlinear shell theory stability load with a flat base Mechanical engineering and machinery TJ1-1570 |
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nonlinear shell theory stability load with a flat base Mechanical engineering and machinery TJ1-1570 A.M. Ermakov Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
description |
In this paper the problem of the buckling of the transversal-isotropic segment of spherical shell with the different thicknesses under the influence of the load with a flat base is studied. The solution of this problem is based on the theory of the shell of moderate thickness by Paly-Spiro. This theory takes into account the influence of the cross section shear and change of the shell thickness. For modelling such large deformations the method of consequent loading is used. The comparison of the results which were obtained with the use of the method of linearization of non-linear equilibrium equations and the method of minimization of elastic potential of the shell has been done. The problems of stress-strain state of soft and close to soft shells that are under the influence of a load with a flat base are important for analyzing the data related to measuring a very important in ophthalmology characteristic of intraocular pressure. |
format |
article |
author |
A.M. Ermakov |
author_facet |
A.M. Ermakov |
author_sort |
A.M. Ermakov |
title |
Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
title_short |
Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
title_full |
Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
title_fullStr |
Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
title_full_unstemmed |
Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load |
title_sort |
buckling of a transversal-isotropic spherical segment under the flat base load |
publisher |
National Academy of Sciences of Belarus, State Scientific Institution “The Joint Institute of Mechanical Engineering" |
publishDate |
2013 |
url |
https://doaj.org/article/03c6257f2d78488d840f1edb740c17c4 |
work_keys_str_mv |
AT amermakov bucklingofatransversalisotropicsphericalsegmentundertheflatbaseload |
_version_ |
1718409636924620800 |