Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique

Detalhes bibliográficos
Autor(a) principal: Biscaia, Hugo
Data de Publicação: 2018
Outros Autores: Franco, Noel, Chastre, Carlos
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
DOI: 10.1186/s40069-018-0229-8
Texto Completo: https://doi.org/10.1186/s40069-018-0229-8
Resumo: The first author of this work would like to express his deepest gratitude to Fundacao para a Ciencia e Tecnologia for the partial financing of this work under the UNIDEMI Strategic Project PEst-OE/EME/UI0667/2014 and for the post-doctoral grant SFRH/BPD/111787/2015. The second author is also grateful to UNIDEMI for his scientific research grant under the Strategic Project UID/EMS/00667/2013.
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spelling Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Techniquebond failureconcretedigital image correlationstainless steelCivil and Structural EngineeringOcean EngineeringThe first author of this work would like to express his deepest gratitude to Fundacao para a Ciencia e Tecnologia for the partial financing of this work under the UNIDEMI Strategic Project PEst-OE/EME/UI0667/2014 and for the post-doctoral grant SFRH/BPD/111787/2015. The second author is also grateful to UNIDEMI for his scientific research grant under the Strategic Project UID/EMS/00667/2013.The durability performance of stainless steel makes it an interesting alternative for the structural strengthening of reinforced concrete. Like external steel plates or fibre reinforced polymers, stainless steel can be applied using externally bonded reinforcement (EBR) or the near surface mounted (NSM) bonding techniques. In the present work, a set of single-lap shear tests were carried out using the EBR and NSM bonding techniques. The evaluation of the performance of the bonding interfaces was done with the help of the digital image correlation (DIC) technique. The tests showed that the measurements gathered with DIC should be used with caution, since there is noise in the distribution of the slips and only the slips greater than one-tenth of a millimetre were fairly well predicted. For this reason, the slips had to be smoothed out to make it easier to determine the strains in the stainless steel and the bond stress transfer between materials, which helps to determine the bond–slip relationship of the interface. Moreover, the DIC technique allowed to identify all the states developed within the interface through the load–slip responses which were also closely predicted with other monitoring devices. Considering the NSM and the EBR samples with the same bonded lengths, it can be stated that the NSM system has the best performance due to their higher strength, being observed the rupture of the stainless steel in the samples with bond lengths of 200 and 300 mm. Associated with this higher strength, the NSM specimens had an effective bond length of 168 mm which is 71.5% of that obtained for the EBR specimens (235 mm). A trapezoidal and a power functions are the proposed shapes to describe the interfacial bond–slip relationships of the NSM and EBR systems, respectively, where the maximum bond stress in the former system is 1.8 times the maximum bond stress of the latter one.DEC - Departamento de Engenharia CivilUNIC - Centro de Investigação em Estruturas e ConstruçãoRUNBiscaia, HugoFranco, NoelChastre, Carlos2019-01-25T23:37:09Z2018-12-012018-12-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://doi.org/10.1186/s40069-018-0229-8eng1976-0485PURE: 3714727http://www.scopus.com/inward/record.url?scp=85041297364&partnerID=8YFLogxKhttps://doi.org/10.1186/s40069-018-0229-8info: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:RCAAP2024-05-22T17:36:50Zoai:run.unl.pt:10362/58644Portal AgregadorONGhttps://www.rcaap.pt/oai/openairemluisa.alvim@gmail.comopendoar:71602024-05-22T17:36:50Repositório 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 Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
title Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
spellingShingle Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
Biscaia, Hugo
bond failure
concrete
digital image correlation
stainless steel
Civil and Structural Engineering
Ocean Engineering
Biscaia, Hugo
bond failure
concrete
digital image correlation
stainless steel
Civil and Structural Engineering
Ocean Engineering
title_short Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
title_full Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
title_fullStr Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
title_full_unstemmed Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
title_sort Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Technique
author Biscaia, Hugo
author_facet Biscaia, Hugo
Biscaia, Hugo
Franco, Noel
Chastre, Carlos
Franco, Noel
Chastre, Carlos
author_role author
author2 Franco, Noel
Chastre, Carlos
author2_role author
author
dc.contributor.none.fl_str_mv DEC - Departamento de Engenharia Civil
UNIC - Centro de Investigação em Estruturas e Construção
RUN
dc.contributor.author.fl_str_mv Biscaia, Hugo
Franco, Noel
Chastre, Carlos
dc.subject.por.fl_str_mv bond failure
concrete
digital image correlation
stainless steel
Civil and Structural Engineering
Ocean Engineering
topic bond failure
concrete
digital image correlation
stainless steel
Civil and Structural Engineering
Ocean Engineering
description The first author of this work would like to express his deepest gratitude to Fundacao para a Ciencia e Tecnologia for the partial financing of this work under the UNIDEMI Strategic Project PEst-OE/EME/UI0667/2014 and for the post-doctoral grant SFRH/BPD/111787/2015. The second author is also grateful to UNIDEMI for his scientific research grant under the Strategic Project UID/EMS/00667/2013.
publishDate 2018
dc.date.none.fl_str_mv 2018-12-01
2018-12-01T00:00:00Z
2019-01-25T23:37:09Z
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://doi.org/10.1186/s40069-018-0229-8
url https://doi.org/10.1186/s40069-018-0229-8
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1976-0485
PURE: 3714727
http://www.scopus.com/inward/record.url?scp=85041297364&partnerID=8YFLogxK
https://doi.org/10.1186/s40069-018-0229-8
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.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 mluisa.alvim@gmail.com
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dc.identifier.doi.none.fl_str_mv 10.1186/s40069-018-0229-8

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