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New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures

dc.contributor.authorSantos, José
dc.contributor.authorHenriques, António Abel
dc.date.accessioned2022-03-16T11:38:03Z
dc.date.available2022-03-16T11:38:03Z
dc.date.issued2015
dc.description.abstractThe influence of steel strain in bond–slip relationship has been the subject of recent literature, especially steel strain after yielding. This paper presents a new bond element for finite element packages which performs the bond–slip relationship, including steel strain effect. The developed element consists of an orthotropic four-node plane stress element whose constitutive material laws were changed. In order to verify the accuracy of this element several 2D numerical results were compared with experimental data. The results obtained with this element showed the need for its use to achieve good results and the rel evance of steel strain effect on bond–slip relationship, especially in tension elements.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationSantos, J., & Henriques, A. A. (2015). New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures. Engineering Structures, 86, 72-83. https://doi.org/10.1016/j.engstruct.2014.12.036pt_PT
dc.identifier.doi10.1016/j.engstruct.2014.12.036pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.13/4148
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevierpt_PT
dc.relationA DUCTILIDADE NA SEGURANÇA E DURABILIDADE DE ESTRUTURAS DE BETÃO
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectFinite elementpt_PT
dc.subjectCrackingpt_PT
dc.subjectReinforced concretept_PT
dc.subjectBond-slippt_PT
dc.subjectSteel strain effectpt_PT
dc.subject.pt_PT
dc.subjectFaculdade de Ciências Exatas e da Engenhariapt_PT
dc.titleNew finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structurespt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitleA DUCTILIDADE NA SEGURANÇA E DURABILIDADE DE ESTRUTURAS DE BETÃO
oaire.awardURIinfo:eu-repo/grantAgreement/FCT//SFRH%2FBD%2F30004%2F2006/PT
oaire.citation.endPage83pt_PT
oaire.citation.startPage72pt_PT
oaire.citation.titleEngineering Structurespt_PT
oaire.citation.volume86pt_PT
person.familyNameMARTINS NETO DOS SANTOS
person.givenNameJOSÉ MANUEL
person.identifier.ciencia-idDE1C-64E5-4284
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
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relation.isAuthorOfPublication.latestForDiscoveryabd4b512-8c9b-428c-be89-229c06afb6b8
relation.isProjectOfPublicatione6940e8c-6f0b-4d49-82a6-06db759f27d1
relation.isProjectOfPublication.latestForDiscoverye6940e8c-6f0b-4d49-82a6-06db759f27d1

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