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Elastoplastic analysis of circular plates on elastoplastic foundation

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dc.contributor.authorKocaturk, T
dc.date.accessioned2026-06-27T12:56:12Z
dc.date.issued1997
dc.description.abstractAn elastoplastic analysis of rotationally symmetric reinforced concrete plates resting on elastoplastic subgrade under column load is presented. The plates are made of an elastic, perfectly plastic material that obeys the Johansen's yield condition and the associated flow rule. The analysis is simplified by assuming that any plate element is either entirely elastic or entirely plastic. This assumption is practically fulfilled for a sandwich plate. Differential equations that describe the behavior of plastic zones during the deformation process are derived and solved in closed forms. Interaction between the plate and the foundation is investigated. Dimensionless load-moment relations for different plate parameters are shown in figures. Examples of solutions are given.en
dc.description.urihttps://doi.org/10.1061/(asce)0733-9445(1997)123:6(808)
dc.identifier.doi10.1061/(asce)0733-9445(1997)123:6(808)
dc.identifier.endpage815
dc.identifier.issn0733-9445
dc.identifier.issue6
dc.identifier.startpage808
dc.identifier.urihttps://hdl.handle.net/20.500.14981/47859
dc.identifier.volume123
dc.identifier.wosA1997XA48500015
dc.language.isoeng
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relation.ispartofJOURNAL OF STRUCTURAL ENGINEERING-ASCE
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.titleElastoplastic analysis of circular plates on elastoplastic foundation
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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