Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Radenković, Gligor"'
Publikováno v:
In Applied Mathematical Modelling July 2019 71:152-172
У овом раду приказана је анализа слободних вибрација просторних гредних Бернули – Ојлерових носача произвољног облика применом изогео
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::02ffa1dc0af84882cdf1e200155b21b1
https://grafar.grf.bg.ac.rs/handle/123456789/2074
https://grafar.grf.bg.ac.rs/handle/123456789/2074
In this paper the linear free vibration analysis of an arbitrarily curved spatial Bernoulli – Euler beam with circular cross section using isogeometric approach has been presented. In order to carry out free vibration analysis of the beam, the stif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::85f918fd3202f5b5f9090b5367ebaa3b
https://grafar.grf.bg.ac.rs/handle/123456789/2072
https://grafar.grf.bg.ac.rs/handle/123456789/2072
Autor:
Radenković, Gligor
Publikováno v:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
For defining geometry and displacement of arbitrary curved beam in Euclidean E3 space, using simple and rational basis spline, Bernoulli-Euler beam finite element is defined. Because geometry of line structures is exactly presented with rational basi
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https://explore.openaire.eu/search/publication?articleId=od______4693::31a1bde839c1de23db44298a55aebb41
Autor:
Radenković, Gligor, Kovačević, Saša
Publikováno v:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
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 softwa
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https://explore.openaire.eu/search/publication?articleId=od______4693::a8df79f014e894378a05ef8ebb0cd1c4
Autor:
Radenković, Gligor
Publikováno v:
Građevinski kalendar
Three-dimensional beam theory based on Bernouli-Euler and Timosenko assumptions is presented in this paper. The statically and kinematicaly integral equations of the finite beam element are developed in chapter 2 and 3.The key point is given by the e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::688d346095155cdfcff2ae1cffd83513
Autor:
Radenković, Gligor
Publikováno v:
Zbornik radova Građevinskog fakulteta, Subotica
Two-dimesional beam finite element based on Timoshenko 's beam theory is presented. Using hierarchycall approach, bending and shear stiffness matrices with linear and constant shear drformation acros the knght of the beam are formulated. U radu je an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::b13ad4b068b12f99d3dcd21706dbfee9
http://grafar.grf.bg.ac.rs/handle/123456789/155
http://grafar.grf.bg.ac.rs/handle/123456789/155
Autor:
Radenković, Gligor
Publikováno v:
Izgradnja
Assuming convected coordinate frame, strain components are expressed as a average value of a infinitesimal deformations of the unperformed and deformed configurations. From the equilibrium momentum balance equation, using standard finite element proc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::342a6b8c5d3c1ecab604992a6e175526
Autor:
Stošić, Božidar, Ranković, Slavko, Deretić-Stojanović, Biljana, Stošić, Saša, Radenković, Gligor, Mašović, Snežana, Popović, Milenko, Stoišić, Radoslav
Publikováno v:
MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS-MASE
The conception design of the bridge over the Danube by Beska near Novi Sad, presents the purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::4ccbbb64259942d8a6265d5bb6a50ea6
https://grafar.grf.bg.ac.rs/handle/123456789/3014
https://grafar.grf.bg.ac.rs/handle/123456789/3014
Autor:
Radenković, Gligor
Publikováno v:
Izgradnja
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete quadratic and cubic polynomi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4693::0a24096e0579de30c665f264ca481ad7
http://grafar.grf.bg.ac.rs/handle/123456789/24
http://grafar.grf.bg.ac.rs/handle/123456789/24