Homogenization of masonry using a micro-mechanical model : compressive behaviour
Main Author: | |
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Publication Date: | 2006 |
Other Authors: | |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | http://hdl.handle.net/1822/6548 |
Summary: | Despite considerable experimental and analytical research in the past, modern regulations still adopt very conservative simplified formulas for the compressive strength of masonry. The present paper contributes to the understanding of masonry under compression, using a novel non-linear homogenisation tool that includes the possibility of tensile and compressive progressive damage, both in the unit and mortar. The simplified homogenised model uses an iterative procedure and a few ingenious micro-deformation mechanisms, being able to accurately reproduce complex simulations carried out with non-linear continuum finite element analysis, at a marginal cost of CPU time and with no convergence difficulties. |
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Homogenization of masonry using a micro-mechanical model : compressive behaviourMasonryCompressionMicro-modellingHomogenisationCompressive strengthDespite considerable experimental and analytical research in the past, modern regulations still adopt very conservative simplified formulas for the compressive strength of masonry. The present paper contributes to the understanding of masonry under compression, using a novel non-linear homogenisation tool that includes the possibility of tensile and compressive progressive damage, both in the unit and mortar. The simplified homogenised model uses an iterative procedure and a few ingenious micro-deformation mechanisms, being able to accurately reproduce complex simulations carried out with non-linear continuum finite element analysis, at a marginal cost of CPU time and with no convergence difficulties.Associação Portuguesa de Mecânica Teórica, Aplicada e Computacional (APMTAC)Universidade do MinhoZucchini, AlbertoLourenço, Paulo B.20062006-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/6548engMOTA, C. A. Soares [et al.], ed. lit. – “Solids, structures and coupled problems in engineering : proceedings of the European Conference on Computational Mechanics, 3, Lisboa, 2006”. [S.l.] : ECCOMAS, 2006.info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T05:08:15Zoai:repositorium.sdum.uminho.pt:1822/6548Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:09:01.747673Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
dc.title.none.fl_str_mv |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
title |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
spellingShingle |
Homogenization of masonry using a micro-mechanical model : compressive behaviour Zucchini, Alberto Masonry Compression Micro-modelling Homogenisation Compressive strength |
title_short |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
title_full |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
title_fullStr |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
title_full_unstemmed |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
title_sort |
Homogenization of masonry using a micro-mechanical model : compressive behaviour |
author |
Zucchini, Alberto |
author_facet |
Zucchini, Alberto 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 |
Zucchini, Alberto Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Masonry Compression Micro-modelling Homogenisation Compressive strength |
topic |
Masonry Compression Micro-modelling Homogenisation Compressive strength |
description |
Despite considerable experimental and analytical research in the past, modern regulations still adopt very conservative simplified formulas for the compressive strength of masonry. The present paper contributes to the understanding of masonry under compression, using a novel non-linear homogenisation tool that includes the possibility of tensile and compressive progressive damage, both in the unit and mortar. The simplified homogenised model uses an iterative procedure and a few ingenious micro-deformation mechanisms, being able to accurately reproduce complex simulations carried out with non-linear continuum finite element analysis, at a marginal cost of CPU time and with no convergence difficulties. |
publishDate |
2006 |
dc.date.none.fl_str_mv |
2006 2006-01-01T00:00:00Z |
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/1822/6548 |
url |
http://hdl.handle.net/1822/6548 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
MOTA, C. A. Soares [et al.], ed. lit. – “Solids, structures and coupled problems in engineering : proceedings of the European Conference on Computational Mechanics, 3, Lisboa, 2006”. [S.l.] : ECCOMAS, 2006. |
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 |
Associação Portuguesa de Mecânica Teórica, Aplicada e Computacional (APMTAC) |
publisher.none.fl_str_mv |
Associação Portuguesa de Mecânica Teórica, Aplicada e Computacional (APMTAC) |
dc.source.none.fl_str_mv |
reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia instacron:RCAAP |
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FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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RCAAP |
institution |
RCAAP |
reponame_str |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
collection |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
repository.name.fl_str_mv |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
repository.mail.fl_str_mv |
info@rcaap.pt |
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1833595131694940160 |