Nonlinear finite element analysis of an R/C frame under lateral loading

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dc.contributor.authorDere Y.
dc.contributor.authorDede F.T.
dc.date.accessioned2020-03-26T18:22:17Z
dc.date.available2020-03-26T18:22:17Z
dc.date.issued2011
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractRecent developments in computer technology have made possible the use of finite element methods for 3D modeling and analysis of reinforced concrete structures. In this study, the failure behavior and crack formation of an R/C frame under monotonic and reversed-cyclic lateral loading are studied by 3D nonlinear finite element analysis using ANSYS software. Modeling the nonlinear behavior of concrete material as well as the reinforcing steel embedded within concrete is a difficult task. Different methodologies and modeling options are considered in the computer model. The application of reversed cyclic displacement loading and the execution of nonlinear analyses are explained in detail. Load-displacement relationships and concrete crack profiles are obtained in order to compare with the experimental data and observed crack profile. The analysis results compared well with the experimental data based on the comparison of load-displacement graphs. The failure mode of the frame is identified by the crack profiles displayed on the structure. © 2011 Association for Scientific Research.en_US
dc.identifier.doi10.3390/mca16040947en_US
dc.identifier.endpage958en_US
dc.identifier.issn1300686Xen_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage947en_US
dc.identifier.urihttps://dx.doi.org/10.3390/mca16040947
dc.identifier.urihttps://hdl.handle.net/20.500.12395/27264
dc.identifier.volume16en_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.publisherAssociation for Scientific Researchen_US
dc.relation.ispartofMathematical and Computational Applicationsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectCracksen_US
dc.subjectFailure analysisen_US
dc.subjectFinite element analysisen_US
dc.subjectReinforced concreteen_US
dc.titleNonlinear finite element analysis of an R/C frame under lateral loadingen_US
dc.typeArticleen_US

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