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Teorija štapa u spline parametarskoj koordinati – II deo: primeri

dc.creatorRadenković, Gligor
dc.creatorKovačević, Saša
dc.date.accessioned2019-04-30T13:21:40Z
dc.date.available2019-04-30T13:21:40Z
dc.date.issued2014
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1264
dc.description.abstractThe Bernoulli–Euler and Timoshenko’s theory of arbitrary curved beam is derived in the system of NURBS parametric coordinates and detailed in the book [1]. The stiffness matrix of finite elements and overall structure are programmed in the software package Mathematica. A range of isogeometric Bernoulli–Euler beam elements is formulated, starting with C1 up to arbitrarily continuity Cp-1, where p is the degree of rational NURBS function. The results obtained in a number of examples that include accuracy, convergence and convergence speed of solutions were compared with the results obtained from the software package ABAQUS.en
dc.publisherGradjevinski fakultet, Subotica
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceMeđunarodna konferencija Savremena dostignuća u građevinarstvu 25en
dc.titleBeam theory in spline parametric cooridinate. Part II: examplesen
dc.titleTeorija štapa u spline parametarskoj koordinati – II deo: primerisr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage415
dc.citation.other30: 411-415
dc.citation.spage411
dc.citation.volume30
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2014.056
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3439/1262.pdf
dc.type.versionpublishedVersion


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