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dc.creatorKostić, Svetlana M.
dc.creatorFilippou, Filip C.
dc.creatorDeretić-Stojanović, Biljana
dc.date.accessioned2019-04-19T14:25:37Z
dc.date.available2019-04-19T14:25:37Z
dc.date.issued2016
dc.identifier.issn0045-7949
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/772
dc.description.abstractThis paper presents a nonlinear 3d concentrated plasticity beam column element for the analysis of RCFT columns. The element consists of a linear elastic component with a plastic hinge at each end whose inelastic response is described by extending the concept of generalized plasticity to stress resultants. With independent yield and limit surfaces it is possible to describe the gradual yielding of composite sections and their post-yield hardening behavior. The geometric nonlinearity under large displacements is accounted for with the corotational formulation. The paper discusses the calibration of the model parameters and assesses the accuracy of the model through correlation studies.en
dc.publisherElsevier Ltd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Integrated and Interdisciplinary Research (IIR or III)/42012/RS//
dc.rightsrestrictedAccess
dc.sourceComputers & Structures
dc.subjectInelastic analysisen
dc.subjectGeneralized plasticityen
dc.subjectResultant plasticityen
dc.subjectRCFT columnsen
dc.subjectBeam-column elementen
dc.titleGeneralized plasticity model for inelastic RCFT column responseen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage67
dc.citation.other168: 56-67
dc.citation.rankM21
dc.citation.spage56
dc.citation.volume168
dc.identifier.doi10.1016/j.compstruc.2016.02.006
dc.identifier.scopus2-s2.0-84960158205
dc.identifier.wos000374079100005
dc.type.versionpublishedVersion


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Приказ основних података о документу