Analysis of partially embedded beams in two-parameter foundation

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dc.authorid0000-0002-0814-4741en_US
dc.contributor.authorAkoz A.Y.
dc.contributor.authorErgun H.
dc.date.accessioned2024-07-12T21:58:19Z
dc.date.available2024-07-12T21:58:19Z
dc.date.issued2012en_US
dc.departmentMaltepe Üniversitesien_US
dc.description.abstractIn this study, Pasternak foundation model, which is a two parameter foundation model, is used to analyze the behavior of laterally loaded beams embedded in semi-infinite media. Total potential energy variation of the system is written to formulate the problem that yielded the required field equations and the boundary conditions. Shear force discontinuities are exposed within the boundary conditions by variational method and are validated by photo elastic experiments. Exact solution of the deflection of the beam is obtained. Both foundation parameters are obtained by self calibration for this particular problem and loading type in this study. It is shown that, like the first parameter k, the second foundation parameter G also depends not only on the material type but also on the geometry and the loading type of the system. On the other hand, surface deflection of the semi infinite media under singular loading is obtained and another method is proposed to determine the foundation parameters using the solution of this problem. Copyright © 2012 Techno Press.en_US
dc.identifier.doi10.12989/sem.2012.42.1.001
dc.identifier.endpage12en_US
dc.identifier.issn1225-4568
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-84860249977en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://dx.doi.org/10.12989/sem.2012.42.1.001
dc.identifier.urihttps://hdl.handle.net/20.500.12415/8774
dc.identifier.volume42en_US
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno Pressen_US
dc.relation.ispartofStructural Engineering and Mechanicsen_US
dc.relation.publicationcategoryDiğeren_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKY09295
dc.subjectBoundary conditionsen_US
dc.subjectExperimental method for Pasternak constantsen_US
dc.subjectPasternak foundationen_US
dc.subjectPhoto elastic methoden_US
dc.subjectSub gradeen_US
dc.subjectTwo parameter foundationen_US
dc.subjectVariational methoden_US
dc.titleAnalysis of partially embedded beams in two-parameter foundationen_US
dc.typeReview
dspace.entity.typePublication

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