Homogenization of masonry using a micro-mechanical model : compressive behaviour

Bibliographic Details
Main Author: Zucchini, Alberto
Publication Date: 2006
Other Authors: Lourenço, Paulo B.
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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spelling 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
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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)
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repository.mail.fl_str_mv info@rcaap.pt
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