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Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures

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Resumo:To assess the strengthening ability of a strain hardening cementitious composite (SHCC), a layer of SHCC was applied to masonry beams subjected to bending. When compared to the strengthening performance of steel fibre reinforced self-compacting concrete (SFRSCC) layer for this type of brittle beams, the SHCC presented better workability in fresh state, and provided a higher load carrying capacity and deflection ductility even with a smaller layer thickness. By using the data derived from the experimental tests with the constituent materials of the strengthened masonry beams, the behaviour of the tested strengthened masonry beams was numerically simulated with good accuracy.
Autores principais:Esmaeeli, Esmaeel
Outros Autores:Manning, Elizabeth Campbell; Barros, Joaquim A. O.
Assunto:Strain hardening cementitious composite Steel fibre reinforced self compacting concrete Masonry Flexural strengthening ECC Finite element model
Ano:2013
País:Portugal
Tipo de documento:artigo
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Esmaeeli, Esmaeel
author2 Manning, Elizabeth Campbell
Barros, Joaquim A. O.
author2_role author
author
author_facet Esmaeeli, Esmaeel
Manning, Elizabeth Campbell
Barros, Joaquim A. O.
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Esmaeeli, Esmaeel\"},{\"Person.name\":\"Manning, Elizabeth Campbell\"},{\"Person.name\":\"Barros, Joaquim A. O.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Esmaeeli, Esmaeel
Manning, Elizabeth Campbell
Barros, Joaquim A. O.
datacite.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2012-12-13T15:18:19Z
datacite.date.embargoed.fl_str_mv 2012-12-13T15:18:19Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
datacite.titles.title.fl_str_mv Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Esmaeeli, Esmaeel
Manning, Elizabeth Campbell
Barros, Joaquim A. O.
dc.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
dc.date.available.fl_str_mv 2012-12-13T15:18:19Z
dc.date.embargoed.fl_str_mv 2012-12-13T15:18:19Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/21514
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Elsevier
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
dc.title.fl_str_mv Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description To assess the strengthening ability of a strain hardening cementitious composite (SHCC), a layer of SHCC was applied to masonry beams subjected to bending. When compared to the strengthening performance of steel fibre reinforced self-compacting concrete (SFRSCC) layer for this type of brittle beams, the SHCC presented better workability in fresh state, and provided a higher load carrying capacity and deflection ductility even with a smaller layer thickness. By using the data derived from the experimental tests with the constituent materials of the strengthened masonry beams, the behaviour of the tested strengthened masonry beams was numerically simulated with good accuracy.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/41fe3aef-039f-4b72-8486-8d15253e8567/download
id rum_d2426fee65fac2e78f5a72ab0fbbca14
identifier.url.fl_str_mv https://hdl.handle.net/1822/21514
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/21514
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Esmaeeli, Esmaeel
Manning, Elizabeth Campbell
Barros, Joaquim A. O.
publishDate 2013
publisher.none.fl_str_mv Elsevier
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engElsevierporTo assess the strengthening ability of a strain hardening cementitious composite (SHCC), a layer of SHCC was applied to masonry beams subjected to bending. When compared to the strengthening performance of steel fibre reinforced self-compacting concrete (SFRSCC) layer for this type of brittle beams, the SHCC presented better workability in fresh state, and provided a higher load carrying capacity and deflection ductility even with a smaller layer thickness. By using the data derived from the experimental tests with the constituent materials of the strengthened masonry beams, the behaviour of the tested strengthened masonry beams was numerically simulated with good accuracy.application/pdfporStrain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structuresEsmaeeli, EsmaeelManning, Elizabeth CampbellBarros, Joaquim A. O.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0950-0618DOIIsPartOf10.1016/j.conbuildmat.2012.09.0652012-12-13T15:18:19Z20132013-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/21514http://purl.org/coar/access_right/c_abf2open accessStrain hardening cementitious compositeSteel fibre reinforced self compacting concreteMasonryFlexural strengtheningECCFinite element model135562 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/41fe3aef-039f-4b72-8486-8d15253e8567/download
spellingShingle Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
Esmaeeli, Esmaeel
Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
status SINGLETON
subject.fl_str_mv Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
title Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
title_full Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
title_fullStr Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
title_full_unstemmed Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
title_short Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
title_sort Strain hardening fiber reinforced cement composites for the flexural strengthening of masonry elements of ancient structures
topic Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
topic_facet Strain hardening cementitious composite
Steel fibre reinforced self compacting concrete
Masonry
Flexural strengthening
ECC
Finite element model
url https://hdl.handle.net/1822/21514
visible 1