Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory

Bibliographic Details
Main Author: Ding, Yining
Publication Date: 2012
Other Authors: Zhang Fasheng, Pacheco-Torgal, F., Zhang Yulin
Format: Article
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/1822/19793
Summary: A series of steel fibre reinforced self-consolidating concrete (SFRSCC) beams have been tested to investigate the influence of steel fibres and the combined effect of fibres and stirrups on the deflection and cracking, ultimate loads and failure pattern. The experiment indicates that the shear strength increases clearly with the increasing of fibre content. The combination of steel fibres and stirrups demonstrates a positive composite effect on the ultimate load, ductility and failure pattern of concrete beam. This study also examines the feasibility of applying the modified compression field theory (MCFT) for the suitable assessment of shear resistance in fibre and steel rebar reinforced self-consolidating concrete beams. For fibre reinforced concrete member, a theoretical method is proposed based on the MCFT. The proposed ultimate shear capacity model was verified by the comparison with different test results.
id RCAP_8181a9b247eef986748fc1de76b76b9d
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/19793
network_acronym_str RCAP
network_name_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository_id_str https://opendoar.ac.uk/repository/7160
spelling Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theorySteel fibresModified compression field theorySelf-consolidating concrete beamShear capacityHybrid effectScience & TechnologyA series of steel fibre reinforced self-consolidating concrete (SFRSCC) beams have been tested to investigate the influence of steel fibres and the combined effect of fibres and stirrups on the deflection and cracking, ultimate loads and failure pattern. The experiment indicates that the shear strength increases clearly with the increasing of fibre content. The combination of steel fibres and stirrups demonstrates a positive composite effect on the ultimate load, ductility and failure pattern of concrete beam. This study also examines the feasibility of applying the modified compression field theory (MCFT) for the suitable assessment of shear resistance in fibre and steel rebar reinforced self-consolidating concrete beams. For fibre reinforced concrete member, a theoretical method is proposed based on the MCFT. The proposed ultimate shear capacity model was verified by the comparison with different test results.FCT and National Natural Science Foundation of China.ElsevierUniversidade do MinhoDing, YiningZhang FashengPacheco-Torgal, F.Zhang Yulin20122012-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/19793eng0263-822310.1016/j.compstruct.2012.02.025www.elsevier.com/locate/compstructinfo: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:RCAAP2025-04-12T05:21:43Zoai:repositorium.sdum.uminho.pt:1822/19793Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T16:26:36.804073Repositórios 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 Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
title Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
spellingShingle Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
Ding, Yining
Steel fibres
Modified compression field theory
Self-consolidating concrete beam
Shear capacity
Hybrid effect
Science & Technology
title_short Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
title_full Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
title_fullStr Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
title_full_unstemmed Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
title_sort Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
author Ding, Yining
author_facet Ding, Yining
Zhang Fasheng
Pacheco-Torgal, F.
Zhang Yulin
author_role author
author2 Zhang Fasheng
Pacheco-Torgal, F.
Zhang Yulin
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Ding, Yining
Zhang Fasheng
Pacheco-Torgal, F.
Zhang Yulin
dc.subject.por.fl_str_mv Steel fibres
Modified compression field theory
Self-consolidating concrete beam
Shear capacity
Hybrid effect
Science & Technology
topic Steel fibres
Modified compression field theory
Self-consolidating concrete beam
Shear capacity
Hybrid effect
Science & Technology
description A series of steel fibre reinforced self-consolidating concrete (SFRSCC) beams have been tested to investigate the influence of steel fibres and the combined effect of fibres and stirrups on the deflection and cracking, ultimate loads and failure pattern. The experiment indicates that the shear strength increases clearly with the increasing of fibre content. The combination of steel fibres and stirrups demonstrates a positive composite effect on the ultimate load, ductility and failure pattern of concrete beam. This study also examines the feasibility of applying the modified compression field theory (MCFT) for the suitable assessment of shear resistance in fibre and steel rebar reinforced self-consolidating concrete beams. For fibre reinforced concrete member, a theoretical method is proposed based on the MCFT. The proposed ultimate shear capacity model was verified by the comparison with different test results.
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 https://hdl.handle.net/1822/19793
url https://hdl.handle.net/1822/19793
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0263-8223
10.1016/j.compstruct.2012.02.025
www.elsevier.com/locate/compstruct
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 Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
_version_ 1833595946876796928

Similar Items