Deformation of compound shells under action of internal shock wave loading

The compound shells under the action of internal shock wave loading are considered. The compound shell consists of a thin cylindrical shell and two thin parabolic shells at the edges. The boundary conditions in the shells joints satisfy the equality of displacements. The internal shock wave loading...

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Main Authors: Chernobryvko Marina, Kruszka Leopold, Avramov Konstantin
Format: Article
Language:English
Published: EDP Sciences 2015-01-01
Series:EPJ Web of Conferences
Online Access:http://dx.doi.org/10.1051/epjconf/20159404046
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spelling doaj-85db2b548ca54d6c97c6a8ebcc4b36cb2021-08-02T10:20:32ZengEDP SciencesEPJ Web of Conferences2100-014X2015-01-01940404610.1051/epjconf/20159404046epjconf-dymat2015_04046Deformation of compound shells under action of internal shock wave loadingChernobryvko Marina0Kruszka Leopold1Avramov Konstantin2A. N. Podgorny Institute for Mechanical Engineering Problems, National Academy of Sciences of UkraineThe General Jaroslaw Dabrowski Military University of TechnologyA. N. Podgorny Institute for Mechanical Engineering Problems, National Academy of Sciences of UkraineThe compound shells under the action of internal shock wave loading are considered. The compound shell consists of a thin cylindrical shell and two thin parabolic shells at the edges. The boundary conditions in the shells joints satisfy the equality of displacements. The internal shock wave loading is modelled as the surplus pressure surface. This pressure is a function of the shell coordinates and time. The strain rate deformation of compound shell takes place in both the elastic and in plastic stages. In the elastic stage the equations of the structure motions are obtained by the assumed-modes method, which uses the kinetic and potential energies of the cylindrical and two parabolic shells. The dynamic behaviour of compound shells is treated. In local plastic zones the 3-D thermo-elastic-plastic model is used. The deformations are described by nonlinear model. The stress tensor elements are determined using dynamic deformation theory. The deformation properties of materials are influenced by the strain rate behaviour, the influence of temperature parameters, and the elastic-plastic properties of materials. The dynamic yield point of materials and Pisarenko-Lebedev's criterion of destruction are used. The modified adaptive finite differences method of numerical analysis is suggested for those simulations. The accuracy of the numerical simulation is verified on each temporal step of calculation and in the case of large deformation gradients.http://dx.doi.org/10.1051/epjconf/20159404046
collection DOAJ
language English
format Article
sources DOAJ
author Chernobryvko Marina
Kruszka Leopold
Avramov Konstantin
spellingShingle Chernobryvko Marina
Kruszka Leopold
Avramov Konstantin
Deformation of compound shells under action of internal shock wave loading
EPJ Web of Conferences
author_facet Chernobryvko Marina
Kruszka Leopold
Avramov Konstantin
author_sort Chernobryvko Marina
title Deformation of compound shells under action of internal shock wave loading
title_short Deformation of compound shells under action of internal shock wave loading
title_full Deformation of compound shells under action of internal shock wave loading
title_fullStr Deformation of compound shells under action of internal shock wave loading
title_full_unstemmed Deformation of compound shells under action of internal shock wave loading
title_sort deformation of compound shells under action of internal shock wave loading
publisher EDP Sciences
series EPJ Web of Conferences
issn 2100-014X
publishDate 2015-01-01
description The compound shells under the action of internal shock wave loading are considered. The compound shell consists of a thin cylindrical shell and two thin parabolic shells at the edges. The boundary conditions in the shells joints satisfy the equality of displacements. The internal shock wave loading is modelled as the surplus pressure surface. This pressure is a function of the shell coordinates and time. The strain rate deformation of compound shell takes place in both the elastic and in plastic stages. In the elastic stage the equations of the structure motions are obtained by the assumed-modes method, which uses the kinetic and potential energies of the cylindrical and two parabolic shells. The dynamic behaviour of compound shells is treated. In local plastic zones the 3-D thermo-elastic-plastic model is used. The deformations are described by nonlinear model. The stress tensor elements are determined using dynamic deformation theory. The deformation properties of materials are influenced by the strain rate behaviour, the influence of temperature parameters, and the elastic-plastic properties of materials. The dynamic yield point of materials and Pisarenko-Lebedev's criterion of destruction are used. The modified adaptive finite differences method of numerical analysis is suggested for those simulations. The accuracy of the numerical simulation is verified on each temporal step of calculation and in the case of large deformation gradients.
url http://dx.doi.org/10.1051/epjconf/20159404046
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