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The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition
(MASE, 2003)
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 ...
Layerwise Model for Soft Core Sandwich Plates / Slojeviti model sendvič ploče sa mekim jezgrom
(University of Montenegro, Faculty of Civil Engineering, 2008)
In this paper free vibrations of soft-core sandwich plates, using layerwise plate model are analyzed [4]. The proposed model assumes displacement, and thereby deformation and stress fields at the layer level, being able ...
Thermoelasticity of damaged elastomers: Effective material properties / Termoelastičnost oštećenih elastomera - efektivne karakteristike materijala
(Institut za ispitivanje materijala, Beograd, 2005)
The paper deals with an elastomer body having a random 3D-distribution of ellipsoidal mutually parallel voids. By making use of Levin’s formulae effective stiffness as well as thermal expansion tensors are found numerically. ...
Retrofitting damaged masonry structures by technology DC 90 / Sanacija oštećenih zidanih konstrukcija tehnologijom DC 90
(Institut za ispitivanje materijala, Beograd, 2005)
In the present paper numerical analysis of damaged masonry structures using finite element method is presented. Retrofitting of those structures using technology DC90 is outlined to. Experimental results of testing of ...
Finite Element Model for the Static Analysis of Laminated Composite and Sandwich Plates
(Serbian Society of Mechanics, Belgrade, 2007, 2007)
Finite element model for the static analysis of laminated composite and sandwich plates, based on Generalized Laminate Plate Theory (GLPT) is presented in this paper. Within each layer, the theory assumes piece-wise variation ...
Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia
(MASE, 2003)
In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river ...
Static inelastic analysis of steel frames with flexible connections / Statička nelinearna analiza čeličnih ramova sa fleksibilnim vezama
(Srpsko društvo za mehaniku, Beograd, 2004)
The effects of connection flexibility and material yielding on the behavior of plane steel frames subjected to static (monotonic) loads are presented in this paper. Two types of material nonlinearities are considered: ...
Timoshenko's beam element / Timošenkov gredni element
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2007)
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 ...
Analytical solution for multilayer plates using general layerwise plate theory / Analitičko rešenje višeslojnih ploča zasnovano na opštoj laminatnoj teoriji ploča
(Univerzitet u Nišu, Niš, 2005)
This paper deals with closed-form solution for static analysis of simply supported composite plate, based on generalized laminate plate theory (GLPT). The mathematical model assumes piece-wise linear variation of in-plane ...