New enhanced strain elements for incompressible problems

Detalhes bibliográficos
Autor(a) principal: J. M. A. César
Data de Publicação: 1999
Outros Autores: R. M. Natal Jorge
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/545
Resumo: A new enhanced strain element, based on the definition of extra compatibles modes of deformation added to the standard four-node finite element, is initially presented. The element is built with the objective of addressing incompressible problems and avoiding locking effects. By analysing at the element level the deformation modes which form a basis for the incompressible subspace the extra modes of deformation are proposed in order to provide the maximum possible dimension to that subspace. Subsequently another new element with more degrees of freedom is formulated using a mixed method. This is done by including an extra field of variables related to the derivatives of the displacement field of the extra compatible modes defined previously. The performance of the elements proposed is assessed in linear and non-linear situations. Copyright (C) 1999 John Wiley & Sons, Ltd.
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spelling New enhanced strain elements for incompressible problemsOutras ciências da engenharia e tecnologiasOther engineering and technologiesA new enhanced strain element, based on the definition of extra compatibles modes of deformation added to the standard four-node finite element, is initially presented. The element is built with the objective of addressing incompressible problems and avoiding locking effects. By analysing at the element level the deformation modes which form a basis for the incompressible subspace the extra modes of deformation are proposed in order to provide the maximum possible dimension to that subspace. Subsequently another new element with more degrees of freedom is formulated using a mixed method. This is done by including an extra field of variables related to the derivatives of the displacement field of the extra compatible modes defined previously. The performance of the elements proposed is assessed in linear and non-linear situations. Copyright (C) 1999 John Wiley & Sons, Ltd.19991999-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/10216/545eng0029-598110.1002/(SICI)1097-0207(19990120)44:2<229::AID-NME503>3.0.CO;2-IJ. M. A. CésarR. M. Natal Jorgeinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-11-29T13:54:33Zoai:repositorio-aberto.up.pt:10216/545Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T23:50:27.560644Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv New enhanced strain elements for incompressible problems
title New enhanced strain elements for incompressible problems
spellingShingle New enhanced strain elements for incompressible problems
J. M. A. César
Outras ciências da engenharia e tecnologias
Other engineering and technologies
title_short New enhanced strain elements for incompressible problems
title_full New enhanced strain elements for incompressible problems
title_fullStr New enhanced strain elements for incompressible problems
title_full_unstemmed New enhanced strain elements for incompressible problems
title_sort New enhanced strain elements for incompressible problems
author J. M. A. César
author_facet J. M. A. César
R. M. Natal Jorge
author_role author
author2 R. M. Natal Jorge
author2_role author
dc.contributor.author.fl_str_mv J. M. A. César
R. M. Natal Jorge
dc.subject.por.fl_str_mv Outras ciências da engenharia e tecnologias
Other engineering and technologies
topic Outras ciências da engenharia e tecnologias
Other engineering and technologies
description A new enhanced strain element, based on the definition of extra compatibles modes of deformation added to the standard four-node finite element, is initially presented. The element is built with the objective of addressing incompressible problems and avoiding locking effects. By analysing at the element level the deformation modes which form a basis for the incompressible subspace the extra modes of deformation are proposed in order to provide the maximum possible dimension to that subspace. Subsequently another new element with more degrees of freedom is formulated using a mixed method. This is done by including an extra field of variables related to the derivatives of the displacement field of the extra compatible modes defined previously. The performance of the elements proposed is assessed in linear and non-linear situations. Copyright (C) 1999 John Wiley & Sons, Ltd.
publishDate 1999
dc.date.none.fl_str_mv 1999
1999-01-01T00:00:00Z
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dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/545
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dc.language.iso.fl_str_mv eng
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dc.relation.none.fl_str_mv 0029-5981
10.1002/(SICI)1097-0207(19990120)44:2<229::AID-NME503>3.0.CO;2-I
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