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Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge

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Resumo:A three-year research project (Pontalumis) was carried out for the development of an innovative simply supported hybrid footbridge, with 11 m of length and 2 m of width. The footbridge is composed of two pultruded I-shaped glass fibre reinforced polymer (GFRP) girders (400×200(×15) mm2) bonded and bolted to a 37.5 mm thick deck in steel fibre reinforced self-compacting concrete (SFRSCC). The present paper describes the material/structural concept of this footbridge, its design and construction process, and summarizes the response of the prototype when submitted to static short and long-term load tests, and dynamic load tests. The prototype was simple and fast to execute, presenting a reduced dead-weight of only about 3 tonf. The static and dynamic behaviour of the prototype as well as its long-term deflection fulfil standards’ requirements for footbridge structures and are in good agreement with conventional analytical and numerical design tools.
Autores principais:Gonilha, José
Outros Autores:Barros, Joaquim A. O.; Correia, João R.; Sena-Cruz, José; Branco, Fernando A.; Ramos, L.; Gonçalves, Delfina; Alvim, Mário R.; Santos, Tomé
Assunto:GFRP pultruded profiles Steel fiber reinforced self-compacting concrete (SFRSCC) Hybrid footbridge Design Construction Experimental tests Steel fibre reinforced self-compacting concrete (SFRSCC) concrete (SFRSCC) Steel fibre reinforced self-compacting
Ano:2014
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 Gonilha, José
author2 Barros, Joaquim A. O.
Correia, João R.
Sena-Cruz, José
Branco, Fernando A.
Ramos, L.
Gonçalves, Delfina
Alvim, Mário R.
Santos, Tomé
author2_role author
author
author
author
author
author
author
author
author_facet Gonilha, José
Barros, Joaquim A. O.
Correia, João R.
Sena-Cruz, José
Branco, Fernando A.
Ramos, L.
Gonçalves, Delfina
Alvim, Mário R.
Santos, Tomé
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Gonilha, José\"},{\"Person.name\":\"Barros, Joaquim A. O.\"},{\"Person.name\":\"Correia, João R.\"},{\"Person.name\":\"Sena-Cruz, José\"},{\"Person.name\":\"Branco, Fernando A.\"},{\"Person.name\":\"Ramos, L.\"},{\"Person.name\":\"Gonçalves, Delfina\"},{\"Person.name\":\"Alvim, Mário R.\"},{\"Person.name\":\"Santos, Tomé\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Gonilha, José
Barros, Joaquim A. O.
Correia, João R.
Sena-Cruz, José
Branco, Fernando A.
Ramos, L.
Gonçalves, Delfina
Alvim, Mário R.
Santos, Tomé
datacite.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2014-11-19T14:07:05Z
datacite.date.embargoed.fl_str_mv 2014-11-19T14:07:05Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
datacite.titles.title.fl_str_mv Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Gonilha, José
Barros, Joaquim A. O.
Correia, João R.
Sena-Cruz, José
Branco, Fernando A.
Ramos, L.
Gonçalves, Delfina
Alvim, Mário R.
Santos, Tomé
dc.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
dc.date.available.fl_str_mv 2014-11-19T14:07:05Z
dc.date.embargoed.fl_str_mv 2014-11-19T14:07:05Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/31001
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 GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
dc.title.fl_str_mv Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description A three-year research project (Pontalumis) was carried out for the development of an innovative simply supported hybrid footbridge, with 11 m of length and 2 m of width. The footbridge is composed of two pultruded I-shaped glass fibre reinforced polymer (GFRP) girders (400×200(×15) mm2) bonded and bolted to a 37.5 mm thick deck in steel fibre reinforced self-compacting concrete (SFRSCC). The present paper describes the material/structural concept of this footbridge, its design and construction process, and summarizes the response of the prototype when submitted to static short and long-term load tests, and dynamic load tests. The prototype was simple and fast to execute, presenting a reduced dead-weight of only about 3 tonf. The static and dynamic behaviour of the prototype as well as its long-term deflection fulfil standards’ requirements for footbridge structures and are in good agreement with conventional analytical and numerical design tools.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/68922b18-3a67-497f-8dac-d76b15c9d7f4/download
id rum_d673776a7e889a3fef9d234d64df78cd
identifier.url.fl_str_mv https://hdl.handle.net/1822/31001
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:1822/31001
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Gonilha, José
Barros, Joaquim A. O.
Correia, João R.
Sena-Cruz, José
Branco, Fernando A.
Ramos, L.
Gonçalves, Delfina
Alvim, Mário R.
Santos, Tomé
publishDate 2014
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 engElsevierporA three-year research project (Pontalumis) was carried out for the development of an innovative simply supported hybrid footbridge, with 11 m of length and 2 m of width. The footbridge is composed of two pultruded I-shaped glass fibre reinforced polymer (GFRP) girders (400×200(×15) mm2) bonded and bolted to a 37.5 mm thick deck in steel fibre reinforced self-compacting concrete (SFRSCC). The present paper describes the material/structural concept of this footbridge, its design and construction process, and summarizes the response of the prototype when submitted to static short and long-term load tests, and dynamic load tests. The prototype was simple and fast to execute, presenting a reduced dead-weight of only about 3 tonf. The static and dynamic behaviour of the prototype as well as its long-term deflection fulfil standards’ requirements for footbridge structures and are in good agreement with conventional analytical and numerical design tools.application/pdfporStatic, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridgeGonilha, JoséBarros, Joaquim A. O.Correia, João R.Sena-Cruz, JoséBranco, Fernando A.Ramos, L.Gonçalves, DelfinaAlvim, Mário R.Santos, ToméHostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0263-8223DOIIsPartOf10.1016/j.compstruct.2014.08.0092014-11-19T14:07:05Z20142014-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/31001http://purl.org/coar/access_right/c_abf2open accessGFRP pultruded profilesSteel fiber reinforced self-compacting concrete (SFRSCC)Hybrid footbridgeDesignConstructionExperimental testsSteel fibre reinforced self-compacting concrete (SFRSCC)concrete (SFRSCC)Steel fibre reinforced self-compacting505261 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/68922b18-3a67-497f-8dac-d76b15c9d7f4/download
spellingShingle Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
Gonilha, José
GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
status SINGLETON
subject.fl_str_mv GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
title Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
title_full Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
title_fullStr Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
title_full_unstemmed Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
title_short Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
title_sort Static, dynamic and creep behaviour of a full-scale GFRP-SFRSCC hybrid footbridge
topic GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
topic_facet GFRP pultruded profiles
Steel fiber reinforced self-compacting concrete (SFRSCC)
Hybrid footbridge
Design
Construction
Experimental tests
Steel fibre reinforced self-compacting concrete (SFRSCC)
concrete (SFRSCC)
Steel fibre reinforced self-compacting
url https://hdl.handle.net/1822/31001
visible 1