Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete

Detalhes bibliográficos
Autor(a) principal: Biscaia, Hugo C.
Data de Publicação: 2023
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10362/154458
Resumo: Funding Information: Open access funding provided by FCT|FCCN (b-on). The funding was provided by Fundação para a Ciência e Tecnologia (Grant no. UID/EMS/00667/2019). Publisher Copyright: © 2023, The Author(s).
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spelling Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concreteBond-slipConcreteNumerical simulationPull-out testRibbed steel rebarCivil and Structural EngineeringMechanical EngineeringFunding Information: Open access funding provided by FCT|FCCN (b-on). The funding was provided by Fundação para a Ciência e Tecnologia (Grant no. UID/EMS/00667/2019). Publisher Copyright: © 2023, The Author(s).The study of interfacial behaviour between ribbed steel rebars and concrete is a subject that has been widely studied. However, the definition of the bond stress distribution throughout the embedded length of the steel rebar is still controversial due to the difficulty of experimentally obtaining such distribution for a fixed load magnitude. It is also undeniable its relevancy for the better understanding and model reinforced concrete (RC) structures. So, the definition of the local behaviour between the ribbed steel rebar and concrete is critical to correctly simulate the adherence between both materials. In this matter, the local bond-slip models recommended in codes seem to satisfy some researchers while others suggest prudence in using them. Therefore, only choosing the correct bond-slip relationship may lead to exact interpretations and conclusions of the structural behaviour of a concrete structure but with the existing different bond-slip types, researchers can be misled inadvertently. This work aims to clarify some of these aspects by numerically simulating several pull-out tests under different conditions and checking their influence (or not) on real-scale specimens. After the validation of the numerical model through a proposed new bond-slip relationship, other parameters were studied also. Although the type of the bond-slip relationship influences the detachment of the steel rebar from the concrete, the yielding of the former material was found to be the main parameter that masks the differences in the behaviour of real-scale RC structures when different types of bond-slip relationships were considered in the numerical simulations.UNIDEMI - Unidade de Investigação e Desenvolvimento em Engenharia Mecânica e IndustrialDEMI - Departamento de Engenharia Mecânica e IndustrialRUNBiscaia, Hugo C.2023-06-26T22:15:46Z2023-082023-08-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article33application/pdfhttp://hdl.handle.net/10362/154458eng1644-9665PURE: 64499124https://doi.org/10.1007/s43452-023-00704-9info: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:RCAAP2024-03-11T05:36:52Zoai:run.unl.pt:10362/154458Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:55:37.409654Repositório 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 Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
title Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
spellingShingle Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
Biscaia, Hugo C.
Bond-slip
Concrete
Numerical simulation
Pull-out test
Ribbed steel rebar
Civil and Structural Engineering
Mechanical Engineering
title_short Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
title_full Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
title_fullStr Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
title_full_unstemmed Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
title_sort Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
author Biscaia, Hugo C.
author_facet Biscaia, Hugo C.
author_role author
dc.contributor.none.fl_str_mv UNIDEMI - Unidade de Investigação e Desenvolvimento em Engenharia Mecânica e Industrial
DEMI - Departamento de Engenharia Mecânica e Industrial
RUN
dc.contributor.author.fl_str_mv Biscaia, Hugo C.
dc.subject.por.fl_str_mv Bond-slip
Concrete
Numerical simulation
Pull-out test
Ribbed steel rebar
Civil and Structural Engineering
Mechanical Engineering
topic Bond-slip
Concrete
Numerical simulation
Pull-out test
Ribbed steel rebar
Civil and Structural Engineering
Mechanical Engineering
description Funding Information: Open access funding provided by FCT|FCCN (b-on). The funding was provided by Fundação para a Ciência e Tecnologia (Grant no. UID/EMS/00667/2019). Publisher Copyright: © 2023, The Author(s).
publishDate 2023
dc.date.none.fl_str_mv 2023-06-26T22:15:46Z
2023-08
2023-08-01T00:00:00Z
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/10362/154458
url http://hdl.handle.net/10362/154458
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1644-9665
PURE: 64499124
https://doi.org/10.1007/s43452-023-00704-9
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 33
application/pdf
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