Nonlinear finite element analysis of reinforced concrete plates modeled by layered composites

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dc.contributor.authorSezer R.
dc.contributor.authorTekin M.D.
dc.date.accessioned2020-03-26T18:22:18Z
dc.date.available2020-03-26T18:22:18Z
dc.date.issued2011
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, finite elements method (FEM) was used for the nonlinear analysis of reinforced concrete (R/C) plates under incremental loading up to failure load. Layered composite material model (LCMM) was used for the modeling of reinforced concrete plates. This approach differs from the other approaches since it considers the effect of tensile stiffness of concrete between cracks and uses a criterion based on the fracture energy concept considering the effect of finite element mesh size. Load-displacement relationships were determined according to the 'layered composite material approach'. The results of the analyses were compared and found to be in agreement with the experimental results and the results of past studies. A computer program prepared with Fortran PowerStation 4.0 programming language was used in this study. © 2011 Academic Journals.en_US
dc.identifier.endpage3289en_US
dc.identifier.issn1992-2248en_US
dc.identifier.issue15en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage3281en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/27265
dc.identifier.volume6en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.relation.ispartofScientific Research and Essaysen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectFinite elements methoden_US
dc.subjectLayered composite materialsen_US
dc.subjectNon-linear plate analysisen_US
dc.titleNonlinear finite element analysis of reinforced concrete plates modeled by layered compositesen_US
dc.typeArticleen_US

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