Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/2494
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSaatçi, Selçuk-
dc.contributor.authorVecchio, Frank J.-
dc.date.accessioned2016-11-22T11:28:22Z
dc.date.available2016-11-22T11:28:22Z
dc.date.issued2009-09
dc.identifier.citationSaatcı, S., and Vecchio, F. J. (2009). Nonlinear finite element modeling of reinforced concrete structures under impact loads. ACI Structural Journal, 106(5), 717-725.en_US
dc.identifier.issn0889-3241
dc.identifier.issn0889-3241-
dc.identifier.urihttp://hdl.handle.net/11147/2494
dc.description.abstractThe methods available in the literature for the analysis of reinforced concrete (RC) structures subjected to impact loads generally exhibit some deficiencies in aspects relating to applicability, practicality, and accuracy. The shear-dominant behavior of RC members under impact loads creates another significant shortcoming, because modeling the shear behavior of RC has long been a challenging issue. This study aims to present and verify a nonlinear finite element analysis procedure employing the Disturbed Stress Field Model, based on a smeared rotating crack approach, as an advanced method of modeling shear behavior under impact conditions. The proposed methodology has a wide range of applicability, and displays fast solution time while providing extensive and accurate information on structural behavior. The methodology was tested by analyzing a set of RC beams subjected to impact loads. A high level of accuracy was demonstrated in various comparisons between test and analysis results, including peak and residual displacements, crack profiles, and reinforcement strains.en_US
dc.language.isoenen_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.ispartofACI Structural Journalen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite element methoden_US
dc.subjectImpact behavioren_US
dc.subjectNonlinear finite element analysisen_US
dc.subjectShearen_US
dc.subjectReinforced concreteen_US
dc.titleNonlinear finite element modeling of reinforced concrete structures under impact loadsen_US
dc.typeArticleen_US
dc.authoridTR26820en_US
dc.institutionauthorSaatçi, Selçuk-
dc.departmentIzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume106en_US
dc.identifier.issue5en_US
dc.identifier.startpage717en_US
dc.identifier.endpage725en_US
dc.identifier.wosWOS:000269240700015en_US
dc.identifier.scopus2-s2.0-70149099132en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Files in This Item:
File Description SizeFormat 
2494.pdfMakale412.2 kBAdobe PDFThumbnail
View/Open
Show simple item record

CORE Recommender

Page view(s)

234
checked on Jan 24, 2022

Download(s)

136
checked on Jan 24, 2022

Google ScholarTM

Check


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.