Bond assessment between rebars embedded into a parent material using a single-function bond-slip model

Detalhes bibliográficos
Autor(a) principal: Biscaia, Hugo C.
Data de Publicação: 2023
Outros Autores: Carmo, Nuno
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10362/164220
Resumo: Publisher Copyright: © 2023 The Author(s)
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spelling Bond assessment between rebars embedded into a parent material using a single-function bond-slip modelBond-slipConcreteFRPNumerical simulationPull-out testSteelTimberCivil and Structural EngineeringBuilding and ConstructionMaterials Science(all)Publisher Copyright: © 2023 The Author(s)The pull-out test is usually used to evaluate the local bond behaviour between a rebar such as a ribbed steel rebar or a Fiber Reinforced Polymer (FRP) and a parent material, like concrete or timber. Although some codes recommend using a piecewise bond-slip model for ribbed or round steel rebars embedded in concrete, there is no globally accepted bond-slip model for FRP composites. Consequently, this piecewise bond-slip model is usually adapted for FRP composites embedded in a parent material (substrate). The present work therefore aims to propose a novel single-function bond-slip model that may be calibrated and used to model the pull-out test and the detachment process of an embedded rebar from a parent material. The model requires the calibration of three parameters that may vary according to the type of rebar and its parent material. Since the governing equation of the detachment between the rebar and the parent material during a pull-out test has no known analytical solution, the Finite Difference Method (FDM) was applied to find the interfacial slips throughout the embedded length. The results were compared and validated with the experimental pull-out tests of ribbed steel rebars embedded into a concrete block as well as with the numerical results obtained from the use of the Finite Element Method (FEM). To cover a broader range of materials and show the versatility of the novel bond-slip model, the results were also compared with other experimental data available in the literature. The results showed a very high precision of the new bond-slip model when applied to several pull-out tests especially when ribbed steel rebars-to-concrete and FRP-to-concrete interfaces or FRP-to-timber interfaces were used.UNIDEMI - Unidade de Investigação e Desenvolvimento em Engenharia Mecânica e IndustrialDEMI - Departamento de Engenharia Mecânica e IndustrialRUNBiscaia, Hugo C.Carmo, Nuno2024-02-27T23:35:07Z2023-09-152023-09-15T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article21application/pdfhttp://hdl.handle.net/10362/164220eng0950-0618PURE: 83884955https://doi.org/10.1016/j.conbuildmat.2023.132396info: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:RCAAP2024-03-11T05:51:17Zoai:run.unl.pt:10362/164220Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T04:00:05.445998Repositório 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 Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
title Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
spellingShingle Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
Biscaia, Hugo C.
Bond-slip
Concrete
FRP
Numerical simulation
Pull-out test
Steel
Timber
Civil and Structural Engineering
Building and Construction
Materials Science(all)
title_short Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
title_full Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
title_fullStr Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
title_full_unstemmed Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
title_sort Bond assessment between rebars embedded into a parent material using a single-function bond-slip model
author Biscaia, Hugo C.
author_facet Biscaia, Hugo C.
Carmo, Nuno
author_role author
author2 Carmo, Nuno
author2_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.
Carmo, Nuno
dc.subject.por.fl_str_mv Bond-slip
Concrete
FRP
Numerical simulation
Pull-out test
Steel
Timber
Civil and Structural Engineering
Building and Construction
Materials Science(all)
topic Bond-slip
Concrete
FRP
Numerical simulation
Pull-out test
Steel
Timber
Civil and Structural Engineering
Building and Construction
Materials Science(all)
description Publisher Copyright: © 2023 The Author(s)
publishDate 2023
dc.date.none.fl_str_mv 2023-09-15
2023-09-15T00:00:00Z
2024-02-27T23:35:07Z
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/10362/164220
url http://hdl.handle.net/10362/164220
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0950-0618
PURE: 83884955
https://doi.org/10.1016/j.conbuildmat.2023.132396
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eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 21
application/pdf
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