A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending

Detalhes bibliográficos
Autor(a) principal: Barros, Joaquim A. O.
Data de Publicação: 2012
Outros Autores: Taheri, Mahsa, Salehian, Hamidreza
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/12737
Resumo: Documento submetido para revisão pelos pares. A publicar em Materials in Civil Engineering. ISSN 0899-1561
id RCAP_ed970504b142ab203f250d973a4b103e
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/12737
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling A parametric study on the use of strain softening/hardening FRC for RC elements failing in bendingFiber reinforced concreteStrain softeningStrain hardeningLongitudinal steel barsMoment-curvature responseForce-deflection responseFlexural failureCrack widthDocumento submetido para revisão pelos pares. A publicar em Materials in Civil Engineering. ISSN 0899-1561Using a design oriented model, which was recently developed for the prediction of the moment-curvature relationship of a cross section of beams made by strain softening or strain hardening fiber reinforced concrete (FRC) and that can also include a certain percentage of longitudinal steel bars, a parametric study is carried out to evidence the effect of relevant characteristics of the post-cracking behavior of these materials in the moment-curvature and force-deflection responses of this type of structural elements. The study also analyzes the influence of the reinforcement ratio of longitudinal steel bars, r, in order to show that for a certain content of fibers the benefits of fiber reinforcement, mainly at serviceability limit state conditions, decrease with the increase of r. Adopting the formulation of Model Code 2010, the moment-crack width relationship of FRC beams reinforced with steel bars are obtained and the predictive performance of this approach is assessed by comparing analytical and experimental results.American Society of Civil Engineers (ASCE)Universidade do MinhoBarros, Joaquim A. O.Taheri, MahsaSalehian, Hamidreza20122012-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/12737eng0899-1561info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:38:38Zoai:repositorium.sdum.uminho.pt:1822/12737Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:35:08.909517Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
title A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
spellingShingle A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
Barros, Joaquim A. O.
Fiber reinforced concrete
Strain softening
Strain hardening
Longitudinal steel bars
Moment-curvature response
Force-deflection response
Flexural failure
Crack width
title_short A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
title_full A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
title_fullStr A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
title_full_unstemmed A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
title_sort A parametric study on the use of strain softening/hardening FRC for RC elements failing in bending
author Barros, Joaquim A. O.
author_facet Barros, Joaquim A. O.
Taheri, Mahsa
Salehian, Hamidreza
author_role author
author2 Taheri, Mahsa
Salehian, Hamidreza
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Barros, Joaquim A. O.
Taheri, Mahsa
Salehian, Hamidreza
dc.subject.por.fl_str_mv Fiber reinforced concrete
Strain softening
Strain hardening
Longitudinal steel bars
Moment-curvature response
Force-deflection response
Flexural failure
Crack width
topic Fiber reinforced concrete
Strain softening
Strain hardening
Longitudinal steel bars
Moment-curvature response
Force-deflection response
Flexural failure
Crack width
description Documento submetido para revisão pelos pares. A publicar em Materials in Civil Engineering. ISSN 0899-1561
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/12737
url http://hdl.handle.net/1822/12737
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0899-1561
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 American Society of Civil Engineers (ASCE)
publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
_version_ 1799132875991285760

Registros relacionados