Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/50485

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dc.contributor.authorSousa, Carlospor
dc.contributor.authorLeitão, Luispor
dc.contributor.authorFaria, Ruipor
dc.contributor.authorAzenha, Miguelpor
dc.date.accessioned2018-02-15T10:38:44Z-
dc.date.issued2017-
dc.identifier.issn0141-0296por
dc.identifier.urihttp://hdl.handle.net/1822/50485-
dc.description.abstractIt is well known that in analyses of plain concrete members using smeared crack models, the constitutive behaviour of cracked concrete has to be defined as a function of the crack bandwidth so that the results are not significantly affected by the adopted mesh discretization. Crack localization can also occur in reinforced concrete (RC) elements subjected to imposed (or restrained) deformations. In that case, a different approach has to be followed to reduce the influence of the adopted mesh discretization because the mechanical response in the vicinity of each crack is governed by tension stiffening effects. This paper presents an original formulation to define a tension stiffening diagram that reduces the dependency of the results with respect to the adopted mesh refinement in structures in which crack propagation is governed by mode I (crack opening). This formulation can be applied in FE analyses based on a large-scale, smeared crack approach. Simple closed-form equations are obtained to define this type of diagram. It is demonstrated that objective results are obtained in terms of both the stiffness decrease due to cracking and the crack opening values. Concrete creep and shrinkage effects are taken into account.por
dc.description.sponsorshipThe present work was supported by Portugal funding through the Operational Programme Competitive Factors, COMPETE, and national funding of the Portuguese Foundation for Science and Technology, FCT. Funding was provided by the FCT to the research units CONSTRUCT and ISISE and the research project IntegraCrete PTDC/ECM-EST/1056/2014. The grant SFRH/BD/76183/2011 is gratefully acknowledged.por
dc.language.isoengpor
dc.publisherElsevierpor
dc.rightsrestrictedAccesspor
dc.subjectReinforced concretepor
dc.subjectCrackingpor
dc.subjectFE modellingpor
dc.subjectTension stiffeningpor
dc.subjectImposed deformationspor
dc.titleA formulation to reduce mesh dependency in FE analyses of RC structures under imposed deformationspor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029616313153?via%3Dihubpor
oaire.citationStartPage443por
oaire.citationEndPage455por
oaire.citationIssue1por
oaire.citationVolume132por
dc.identifier.doi10.1016/j.engstruct.2016.11.040por
dc.description.publicationversioninfo:eu-repo/semantics/publishedVersionpor
dc.subject.wosScience & Technologypor
sdum.journalEngineering Structurespor
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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