Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/33013
DC FieldValueLanguage
dc.contributor.authorMarkou, George-
dc.contributor.authorPapadrakakis, Manolis-
dc.date.accessioned2024-10-02T09:12:27Z-
dc.date.available2024-10-02T09:12:27Z-
dc.date.issued2012-03-
dc.identifier.citationAdvances in Engineering Software, 20212, vol.45, no.1 pp.175-187en_US
dc.identifier.issn09659978-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/33013-
dc.description.abstractIn this paper, an automatic procedure for the generation of embedded steel reinforcement inside hexahedral finite elements is presented. The automatic mapping of the entire reinforcement network inside the concrete hexahedral finite elements is performed using the end-point coordinates of the rebar reinforcement macro-elements. By introducing a geometrical constraint, this procedure decreases significantly the computational effort for generating the input data of the embedded rebar elements in three-dimensional finite-element analysis, particularly when dealing with relatively large-scale reinforced concrete models. The computational robustness and efficiency of the proposed mesh generation method are demonstrated through numerical experiments. © 2011 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.relation.ispartofAdvances in Engineering Softwareen_US
dc.subjectEmbedded reinforcementen_US
dc.subjectReinforced concreteen_US
dc.subjectMesh generationen_US
dc.subjectHexahedral elementsen_US
dc.subjectNumerical methodsen_US
dc.subjectFinite element methoden_US
dc.titleAn efficient generation method of embedded reinforcement in hexahedral elements for reinforced concrete simulationsen_US
dc.typeArticleen_US
dc.collaborationALHOSN Universityen_US
dc.collaborationNational Technical University Of Athensen_US
dc.subject.categoryComputer and Information Sciencesen_US
dc.subject.categoryENGINEERING AND TECHNOLOGYen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryGreeceen_US
dc.countryUnited Arab Emiratesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.advengsoft.2011.09.025en_US
dc.identifier.scopus2-s2.0-83555164762-
dc.identifier.urlhttp://www.scopus.com/inward/record.url?eid=2-s2.0-83555164762&partnerID=MN8TOARS-
dc.relation.issue1en_US
dc.relation.volume45en_US
cut.common.academicyearemptyen_US
dc.identifier.external32266528-
dc.identifier.spage175en_US
dc.identifier.epage187en_US
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-6891-7064-
crisitem.author.orcid0000-0002-1890-8792-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.journal.journalissn0965-9978-
crisitem.journal.publisherElsevier-
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