Analytical modeling of post-tensioned precast beam-to-column connections

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dc.contributor.authorKaya, Mustafa
dc.contributor.authorArslan, A. Samet
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-29T19:27:00Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-29T19:27:00Z
dc.date.issued2009
dc.departmentMühendislik Fakültesi
dc.description.abstractIn this study, post-tensioned precast beam-to-column connections are tested experimentally at different stress levels, and are modelled analytically using 3D nonlinear finite element modelling method. ANSYS finite element software is used for this purposes. Nonlinear static analysis is used to determine the connection strength, behavior and stiffness when subjected to cyclic inelastic loads simulating ground excitation during an earthquake. The results obtained from the analytical studies are compared with the test results. In terms of stiffness, it was seen that the initial stiffness of the analytical models was lower than that of the tested specimens. As a result, modelling of these types of connection using 3D FEM can give crucial beforehand information, and overcome the disadvantages of time consuming workmanship and cost of experimental studies. (C) 2009 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.matdes.2009.01.033
dc.identifier.endpage3811en_US
dc.identifier.issn0261-3069
dc.identifier.issue9en_US
dc.identifier.scopusqualityN/A
dc.identifier.startpage3802en_US
dc.identifier.urihttps://doi.org/10.1016/j.matdes.2009.01.033
dc.identifier.urihttps://hdl.handle.net/20.500.12451/5765
dc.identifier.volume30en_US
dc.identifier.wosWOS:000267892200060
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Ltd.
dc.relation.ispartofMaterials & Design
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectMoment resisting beam-to-column connections
dc.subjectPost-Tensioning
dc.subjectFinite Element Method
dc.subjectNonlinear Analysis
dc.titleAnalytical modeling of post-tensioned precast beam-to-column connections
dc.typeArticle

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