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Model lateralno opterećenih šipova pomoću „umetnutih“ grednih elemenata

dc.creatorMarjanović, Miloš
dc.creatorVukićević, Mirjana
dc.creatorKönig, Diethard
dc.creatorSchanz, Tom
dc.creatorSchäfer, René
dc.date.accessioned2019-04-30T13:22:30Z
dc.date.available2019-04-30T13:22:30Z
dc.date.issued2016
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1372
dc.description.abstractRealistic modeling of pile groups requires the use of complex nonlinear 3D simulations, usually with full discretization of pile continuum. In order to reduce the complexity of these models, as well as the computation time, in past years an embedded beam element has been formulated and implemented into FEM computer codes such as PLAXIS 3D. This concept was originally intended for modeling axially loaded piles and pile groups, while its performances under lateral loading conditions are not fully investigated. This paper presents the overview of different modeling techniques of laterally loaded pile groups using FEM. The possibility of using embedded beam model for this problem, as well as its limitations, have been discussed.en
dc.publisherGrađevinski fakultet, Subotica
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016en
dc.titleModeling of laterally loaded piles using embedded beam elementsen
dc.titleModel lateralno opterećenih šipova pomoću „umetnutih“ grednih elemenatasr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage358
dc.citation.other32: 349-358
dc.citation.spage349
dc.citation.volume32
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2016.035
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3491/1370.pdf
dc.type.versionpublishedVersion


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