Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis

Abstract In this study, effective strain is evaluated for large simple/pure shear deformations and new expressions are derived. The validity of these relations was checked by numerical calculations. In addition, finite element analysis of simple shear and pure shear modes of deformation was conducted using ABAQUS software. Additionally, two other major expressions for evaluating effective strain at large simple shear deformation were investigated and compared with finite element results. Based on FEM results, the linear relation between shear strain and effective strain large strains shall be replaced with the logarithmic one. It is also found that for the same amount of shear strain, a higher value of effective strain is accumulated in the material when it is deformed through simple shear rather than pure shear.

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Main Authors: Pardis,Nima, Ebrahimi,Ramin, Kim,Hyoung Seop
Format: Digital revista
Language:English
Published: Universidad Nacional Autónoma de México, Instituto de Ciencias Aplicadas y Tecnología 2017
Online Access:http://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S1665-64232017000500442
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spelling oai:scielo:S1665-642320170005004422018-11-26Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysisPardis,NimaEbrahimi,RaminKim,Hyoung Seop Simple shear Pure shear Equivalent strain Finite element analysis Shear strain Severe plastic deformation Abstract In this study, effective strain is evaluated for large simple/pure shear deformations and new expressions are derived. The validity of these relations was checked by numerical calculations. In addition, finite element analysis of simple shear and pure shear modes of deformation was conducted using ABAQUS software. Additionally, two other major expressions for evaluating effective strain at large simple shear deformation were investigated and compared with finite element results. Based on FEM results, the linear relation between shear strain and effective strain large strains shall be replaced with the logarithmic one. It is also found that for the same amount of shear strain, a higher value of effective strain is accumulated in the material when it is deformed through simple shear rather than pure shear.info:eu-repo/semantics/openAccessUniversidad Nacional Autónoma de México, Instituto de Ciencias Aplicadas y TecnologíaJournal of applied research and technology v.15 n.5 20172017-01-01info:eu-repo/semantics/articletext/htmlhttp://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S1665-64232017000500442en10.1016/j.jart.2017.05.002
institution SCIELO
collection OJS
country México
countrycode MX
component Revista
access En linea
databasecode rev-scielo-mx
tag revista
region America del Norte
libraryname SciELO
language English
format Digital
author Pardis,Nima
Ebrahimi,Ramin
Kim,Hyoung Seop
spellingShingle Pardis,Nima
Ebrahimi,Ramin
Kim,Hyoung Seop
Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
author_facet Pardis,Nima
Ebrahimi,Ramin
Kim,Hyoung Seop
author_sort Pardis,Nima
title Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
title_short Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
title_full Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
title_fullStr Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
title_full_unstemmed Equivalent strain at large shear deformation: Theoretical, numerical and finite element analysis
title_sort equivalent strain at large shear deformation: theoretical, numerical and finite element analysis
description Abstract In this study, effective strain is evaluated for large simple/pure shear deformations and new expressions are derived. The validity of these relations was checked by numerical calculations. In addition, finite element analysis of simple shear and pure shear modes of deformation was conducted using ABAQUS software. Additionally, two other major expressions for evaluating effective strain at large simple shear deformation were investigated and compared with finite element results. Based on FEM results, the linear relation between shear strain and effective strain large strains shall be replaced with the logarithmic one. It is also found that for the same amount of shear strain, a higher value of effective strain is accumulated in the material when it is deformed through simple shear rather than pure shear.
publisher Universidad Nacional Autónoma de México, Instituto de Ciencias Aplicadas y Tecnología
publishDate 2017
url http://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S1665-64232017000500442
work_keys_str_mv AT pardisnima equivalentstrainatlargesheardeformationtheoreticalnumericalandfiniteelementanalysis
AT ebrahimiramin equivalentstrainatlargesheardeformationtheoreticalnumericalandfiniteelementanalysis
AT kimhyoungseop equivalentstrainatlargesheardeformationtheoreticalnumericalandfiniteelementanalysis
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