Implementation and validation of a strain rate dependent anisotropic continuum model for masonry
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/39663 |
Resumo: | A newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subjected to impact is carried out to validate the capability of the model. Comparison of the numerical predictions and test data revealed good agreement. Next, a parametric study is conducted to evaluate the influence of the tensile strengths along the three orthogonal directions and of the wall thickness on the global behavior of masonry walls. |
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Implementation and validation of a strain rate dependent anisotropic continuum model for masonryBlock work masonryImpactContinuum modelAnisotropyOut of plane responseDynamic increase factorEngenharia e Tecnologia::Outras Engenharias e TecnologiasScience & TechnologyA newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subjected to impact is carried out to validate the capability of the model. Comparison of the numerical predictions and test data revealed good agreement. Next, a parametric study is conducted to evaluate the influence of the tensile strengths along the three orthogonal directions and of the wall thickness on the global behavior of masonry walls.This work was performed under Project CH-SECURE, with reference TDC/ECM/120118/2010, funded by the Portuguese Foundation of Science and Technology - FCT. The authors acknowledge the support. The first author also acknowledges the support for the Strategic Planning of the School of Engineering from University of Minho.Pergamon-Elsevier Science LtdUniversidade do MinhoRafsanjani, Seyedebrahim HashemiLourenço, Paulo B.Peixinho, Nuno20152015-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/39663eng0020-740310.1016/j.ijmecsci.2015.10.001info: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:RCAAP2023-07-21T12:54:12Zoai:repositorium.sdum.uminho.pt:1822/39663Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:53:44.575620Repositório 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 |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
title |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
spellingShingle |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry Rafsanjani, Seyedebrahim Hashemi Block work masonry Impact Continuum model Anisotropy Out of plane response Dynamic increase factor Engenharia e Tecnologia::Outras Engenharias e Tecnologias Science & Technology |
title_short |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
title_full |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
title_fullStr |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
title_full_unstemmed |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
title_sort |
Implementation and validation of a strain rate dependent anisotropic continuum model for masonry |
author |
Rafsanjani, Seyedebrahim Hashemi |
author_facet |
Rafsanjani, Seyedebrahim Hashemi Lourenço, Paulo B. Peixinho, Nuno |
author_role |
author |
author2 |
Lourenço, Paulo B. Peixinho, Nuno |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Rafsanjani, Seyedebrahim Hashemi Lourenço, Paulo B. Peixinho, Nuno |
dc.subject.por.fl_str_mv |
Block work masonry Impact Continuum model Anisotropy Out of plane response Dynamic increase factor Engenharia e Tecnologia::Outras Engenharias e Tecnologias Science & Technology |
topic |
Block work masonry Impact Continuum model Anisotropy Out of plane response Dynamic increase factor Engenharia e Tecnologia::Outras Engenharias e Tecnologias Science & Technology |
description |
A newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subjected to impact is carried out to validate the capability of the model. Comparison of the numerical predictions and test data revealed good agreement. Next, a parametric study is conducted to evaluate the influence of the tensile strengths along the three orthogonal directions and of the wall thickness on the global behavior of masonry walls. |
publishDate |
2015 |
dc.date.none.fl_str_mv |
2015 2015-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1822/39663 |
url |
http://hdl.handle.net/1822/39663 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0020-7403 10.1016/j.ijmecsci.2015.10.001 |
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.publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
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 |
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1799133134853242880 |