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Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment

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Resumo:The main objective of this paper is to investigate the composite effect of macro steel fiber and steel rebar on the mechanical behaviour of tunnel segment with fiber reinforced high-performance concrete (FRHPC). A new experimental method is used for simulating the loading state of the tunnel segment. The experiment including several symmetric-inclination beams with various steel ratios and fiber contents has been carried out. The results indicate that the addition of 50 kg/m3 steel fibers can partly replace the shear reinforcement, and increases the ultimate load and the energy absorption capacity as well as the toughness. The combination of steel fibers and steel rebars illustrates synergistic response and indicates an optimal choice of reinforcement for tunnel segment.
Autores principais:Ding, Yining
Outros Autores:Liu, Hekai; Pacheco-Torgal, F.; Jalali, Said
Assunto:Composite effect Mechanical behaviour Tunnel segment FRHPC Symmetric-inclination beam
Ano:2011
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 Ding, Yining
author2 Liu, Hekai
Pacheco-Torgal, F.
Jalali, Said
author2_role author
author
author
author_facet Ding, Yining
Liu, Hekai
Pacheco-Torgal, F.
Jalali, Said
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Ding, Yining\"},{\"Person.name\":\"Liu, Hekai\"},{\"Person.name\":\"Pacheco-Torgal, F.\"},{\"Person.name\":\"Jalali, Said\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Ding, Yining
Liu, Hekai
Pacheco-Torgal, F.
Jalali, Said
datacite.date.Accepted.fl_str_mv 2011-01-25T00:00:00Z
datacite.date.available.fl_str_mv 2011-05-04T10:47:39Z
datacite.date.embargoed.fl_str_mv 2011-05-04T10:47:39Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
datacite.titles.title.fl_str_mv Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Ding, Yining
Liu, Hekai
Pacheco-Torgal, F.
Jalali, Said
dc.date.Accepted.fl_str_mv 2011-01-25T00:00:00Z
dc.date.available.fl_str_mv 2011-05-04T10:47:39Z
dc.date.embargoed.fl_str_mv 2011-05-04T10:47:39Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/12312
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 Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
dc.title.fl_str_mv Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description The main objective of this paper is to investigate the composite effect of macro steel fiber and steel rebar on the mechanical behaviour of tunnel segment with fiber reinforced high-performance concrete (FRHPC). A new experimental method is used for simulating the loading state of the tunnel segment. The experiment including several symmetric-inclination beams with various steel ratios and fiber contents has been carried out. The results indicate that the addition of 50 kg/m3 steel fibers can partly replace the shear reinforcement, and increases the ultimate load and the energy absorption capacity as well as the toughness. The combination of steel fibers and steel rebars illustrates synergistic response and indicates an optimal choice of reinforcement for tunnel segment.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/0f5058e4-af9f-4f23-9956-8ed16e2ebc21/download
id rum_aa75c0dab2fe8f7b4cd3e02e9eda4066
identifier.url.fl_str_mv https://hdl.handle.net/1822/12312
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:1822/12312
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Ding, Yining
Liu, Hekai
Pacheco-Torgal, F.
Jalali, Said
publishDate 2011
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 engElsevierporThe main objective of this paper is to investigate the composite effect of macro steel fiber and steel rebar on the mechanical behaviour of tunnel segment with fiber reinforced high-performance concrete (FRHPC). A new experimental method is used for simulating the loading state of the tunnel segment. The experiment including several symmetric-inclination beams with various steel ratios and fiber contents has been carried out. The results indicate that the addition of 50 kg/m3 steel fibers can partly replace the shear reinforcement, and increases the ultimate load and the energy absorption capacity as well as the toughness. The combination of steel fibers and steel rebars illustrates synergistic response and indicates an optimal choice of reinforcement for tunnel segment.application/pdfporExperimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segmentDing, YiningLiu, HekaiPacheco-Torgal, F.Jalali, SaidHostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0950-0618DOIIsPartOf10.1016/j.compstruct.2010.10.0062011-05-04T10:47:39Z2011-01-252011-01-25T00:00:00ZHandlehttps://hdl.handle.net/1822/12312http://purl.org/coar/access_right/c_abf2open accessComposite effectMechanical behaviourTunnel segmentFRHPCSymmetric-inclination beam757614 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/0f5058e4-af9f-4f23-9956-8ed16e2ebc21/download
spellingShingle Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
Ding, Yining
Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
status SINGLETON
subject.fl_str_mv Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
title Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
title_full Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
title_fullStr Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
title_full_unstemmed Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
title_short Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
title_sort Experimental investigation on the mechanical behaviour of the fiber reinforced high-performance concrete tunnel segment
topic Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
topic_facet Composite effect
Mechanical behaviour
Tunnel segment
FRHPC
Symmetric-inclination beam
url https://hdl.handle.net/1822/12312
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