Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000500503 |
Resumo: | Abstract In this work, we apply semi and fully-implicit time integration schemes to the damage and fatigue phase field presented in Boldrini et al. (2016). The damage phase field is considered a continuous dynamic variable whose evolution equation is obtained by the principle of virtual power. The fatigue phase field is a continuous internal variable whose evolution equation is considered as a constitutive relation to be determined in a thermodynamically consistent way. In the semi-implicit scheme, each equation is solved separately by suited implicit method. The Newton’s method is used to linearize the equations in the fully-implicit scheme. The time integration methods are compared and the results of damage and fracture evolution under the influence of fatigue effects are presented. The computational cost associated to the semi-implicit scheme showed be lower than the fully counterpart. |
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Latin American journal of solids and structures (Online) |
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Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field modelDamagefatiguephase fieldfinite element methodAbstract In this work, we apply semi and fully-implicit time integration schemes to the damage and fatigue phase field presented in Boldrini et al. (2016). The damage phase field is considered a continuous dynamic variable whose evolution equation is obtained by the principle of virtual power. The fatigue phase field is a continuous internal variable whose evolution equation is considered as a constitutive relation to be determined in a thermodynamically consistent way. In the semi-implicit scheme, each equation is solved separately by suited implicit method. The Newton’s method is used to linearize the equations in the fully-implicit scheme. The time integration methods are compared and the results of damage and fracture evolution under the influence of fatigue effects are presented. The computational cost associated to the semi-implicit scheme showed be lower than the fully counterpart.Associação Brasileira de Ciências Mecânicas2018-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000500503Latin American Journal of Solids and Structures v.15 n.5 2018reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78254383info:eu-repo/semantics/openAccessHaveroth,Geovane A.Moraes,Eduardo A. Barros deBoldrini,José L.Bittencourt,Marco L.eng2018-06-11T00:00:00Zoai:scielo:S1679-78252018000500503Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2018-06-11T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
title |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
spellingShingle |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model Haveroth,Geovane A. Damage fatigue phase field finite element method |
title_short |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
title_full |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
title_fullStr |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
title_full_unstemmed |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
title_sort |
Comparison of semi and fully-implicit time integration schemes applied to a damage and fatigue phase field model |
author |
Haveroth,Geovane A. |
author_facet |
Haveroth,Geovane A. Moraes,Eduardo A. Barros de Boldrini,José L. Bittencourt,Marco L. |
author_role |
author |
author2 |
Moraes,Eduardo A. Barros de Boldrini,José L. Bittencourt,Marco L. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Haveroth,Geovane A. Moraes,Eduardo A. Barros de Boldrini,José L. Bittencourt,Marco L. |
dc.subject.por.fl_str_mv |
Damage fatigue phase field finite element method |
topic |
Damage fatigue phase field finite element method |
description |
Abstract In this work, we apply semi and fully-implicit time integration schemes to the damage and fatigue phase field presented in Boldrini et al. (2016). The damage phase field is considered a continuous dynamic variable whose evolution equation is obtained by the principle of virtual power. The fatigue phase field is a continuous internal variable whose evolution equation is considered as a constitutive relation to be determined in a thermodynamically consistent way. In the semi-implicit scheme, each equation is solved separately by suited implicit method. The Newton’s method is used to linearize the equations in the fully-implicit scheme. The time integration methods are compared and the results of damage and fracture evolution under the influence of fatigue effects are presented. The computational cost associated to the semi-implicit scheme showed be lower than the fully counterpart. |
publishDate |
2018 |
dc.date.none.fl_str_mv |
2018-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000500503 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000500503 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78254383 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.15 n.5 2018 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302889584492544 |