Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls

Detalhes bibliográficos
Autor(a) principal: Milani, G.
Data de Publicação: 2007
Outros Autores: Lourenço, Paulo B.
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/9140
Resumo: In the present contribution, a full 3D heterogeneous and a 2.5D homogenized kinematic FE limit analysis approach are employed for the evaluation of collapse loads and failure mechanisms of both running and English bond masonry slabs simply supported at the edges and out-of-plane loaded. Information at failure given by the full 3D approach underlines that particular care should be used in the evaluation of collapse loads with 2.5D approaches in case of multi-wythes panels.
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spelling Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry wallsMasonryLimit analysisOut-of-plane loadsHeterogeneous approachHomogenizationIn the present contribution, a full 3D heterogeneous and a 2.5D homogenized kinematic FE limit analysis approach are employed for the evaluation of collapse loads and failure mechanisms of both running and English bond masonry slabs simply supported at the edges and out-of-plane loaded. Information at failure given by the full 3D approach underlines that particular care should be used in the evaluation of collapse loads with 2.5D approaches in case of multi-wythes panels.(undefined)Universidade do MinhoMilani, G.Lourenço, Paulo B.20072007-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/9140engINTERNATIONAL CONFERENCE ON COMPUTATIONAL PLASTICITY, 9, Barcelona, 2007 – “International Conference on Computational Plasticity : COMPLAS 2007”. [S.l. : IACM, 2007]9788496736283info: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:RCAAP2024-05-11T04:24:20Zoai:repositorium.sdum.uminho.pt:1822/9140Portal AgregadorONGhttps://www.rcaap.pt/oai/openairemluisa.alvim@gmail.comopendoar:71602024-05-11T04:24:20Repositório 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 Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
title Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
spellingShingle Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
Milani, G.
Masonry
Limit analysis
Out-of-plane loads
Heterogeneous approach
Homogenization
title_short Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
title_full Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
title_fullStr Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
title_full_unstemmed Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
title_sort Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls
author Milani, G.
author_facet Milani, G.
Lourenço, Paulo B.
author_role author
author2 Lourenço, Paulo B.
author2_role author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Milani, G.
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Masonry
Limit analysis
Out-of-plane loads
Heterogeneous approach
Homogenization
topic Masonry
Limit analysis
Out-of-plane loads
Heterogeneous approach
Homogenization
description In the present contribution, a full 3D heterogeneous and a 2.5D homogenized kinematic FE limit analysis approach are employed for the evaluation of collapse loads and failure mechanisms of both running and English bond masonry slabs simply supported at the edges and out-of-plane loaded. Information at failure given by the full 3D approach underlines that particular care should be used in the evaluation of collapse loads with 2.5D approaches in case of multi-wythes panels.
publishDate 2007
dc.date.none.fl_str_mv 2007
2007-01-01T00:00:00Z
dc.type.driver.fl_str_mv conference paper
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/9140
url http://hdl.handle.net/1822/9140
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv INTERNATIONAL CONFERENCE ON COMPUTATIONAL PLASTICITY, 9, Barcelona, 2007 – “International Conference on Computational Plasticity : COMPLAS 2007”. [S.l. : IACM, 2007]
9788496736283
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv mluisa.alvim@gmail.com
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