Experimental and numerical evaluations of the bond behaviour between ribbed steel rebars and concrete
Autor(a) principal: | |
---|---|
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). |
id |
RCAP_290770734fd33168676be2625d6d920c |
---|---|
oai_identifier_str |
oai:run.unl.pt:10362/154458 |
network_acronym_str |
RCAP |
network_name_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository_id_str |
7160 |
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 |
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_ |
1799138142921424896 |