A finite grid solution for circular plates on elastic foundations

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dc.contributor.authorKarasin, Halim
dc.contributor.authorGulkan, Polat
dc.contributor.authorAktas, Gultekin
dc.date.accessioned2024-04-24T16:02:45Z
dc.date.available2024-04-24T16:02:45Z
dc.date.issued2015
dc.departmentDicle Üniversitesien_US
dc.description.abstractThe transmission of vertical or horizontal structural forces to the supporting soil is a challenge to analyze for structures on elastic foundation which represent a complex medium. The two-parameter elastic foundation model that provides a mechanical interaction between the individual spring elements shows a more realistic behavior of the soil reaction than does the single parameter Winkler model. Since the structural behavior of a beam resembles that of a strip in a plate, in this study, the exact stiffness and mass matrices of the beam element on two-parameter elastic foundation is extended to plates. The framework method that replaces a continuous surface by an idealized discrete system can represent a two-dimensional plate. In the light of this situation, circular plates are modeled as an assemblage of individual beam elements interconnected at their neighboring joints in radial and tangential direction. So, a useful tool called finite grid solution as a numerical method developed in this study lead to solve circular plates resting on two parameter elastic foundation problems. Examples for bending of ring, circular and annual plates on elastic foundation are solved to compare with known analytical solutions and other numerical solutions. The comparisons show that the literature and the computed results are compatible.en_US
dc.identifier.doi10.1007/s12205-014-0713-x
dc.identifier.endpage1163en_US
dc.identifier.issn1226-7988
dc.identifier.issn1976-3808
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84939936122
dc.identifier.scopusqualityQ2
dc.identifier.startpage1157en_US
dc.identifier.urihttps://doi.org/10.1007/s12205-014-0713-x
dc.identifier.urihttps://hdl.handle.net/11468/14902
dc.identifier.volume19en_US
dc.identifier.wosWOS:000352709000038
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherKorean Society Of Civil Engineers-Ksceen_US
dc.relation.ispartofKsce Journal of Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCircular Plateen_US
dc.subjectTwo-Parameter Elastic Foundationen_US
dc.subjectStiffness Matrixen_US
dc.subjectFinite Grid Solutionen_US
dc.subjectIdealized Discrete Systemen_US
dc.titleA finite grid solution for circular plates on elastic foundationsen_US
dc.titleA finite grid solution for circular plates on elastic foundations
dc.typeArticleen_US

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