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Beam theory in spline parametric cooridinate. Part II: examples
Teorija štapa u spline parametarskoj koordinati – II deo: primeri
dc.creator | Radenković, Gligor | |
dc.creator | Kovačević, Saša | |
dc.date.accessioned | 2019-04-30T13:21:40Z | |
dc.date.available | 2019-04-30T13:21:40Z | |
dc.date.issued | 2014 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/1264 | |
dc.description.abstract | The 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.publisher | Gradjevinski fakultet, Subotica | |
dc.rights | openAccess | |
dc.rights.uri | https://creativecommons.org/licenses/by-sa/4.0/ | |
dc.source | Međunarodna konferencija Savremena dostignuća u građevinarstvu 25 | en |
dc.title | Beam theory in spline parametric cooridinate. Part II: examples | en |
dc.title | Teorija štapa u spline parametarskoj koordinati – II deo: primeri | sr |
dc.type | conferenceObject | |
dc.rights.license | BY-SA | |
dc.citation.epage | 415 | |
dc.citation.other | 30: 411-415 | |
dc.citation.spage | 411 | |
dc.citation.volume | 30 | |
dc.description.other | Zbornik radova Građevinskog fakulteta | en |
dc.identifier.doi | 10.14415/konferencijaGFS2014.056 | |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs//bitstream/id/3439/1262.pdf | |
dc.type.version | publishedVersion |