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Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika
(Društvo građevinskih konstruktera Srbije, Beograd, 2018)
Thin-walled cylindrical shells represent one of the most complex constructive elements, considering their behaviour and susceptibility to buckling. In this paper is given a brief theoretical review including the presentation ...
Finite Element Analysis of Propagating Delamination in Laminated Composite Plates
(Univerzitet u Beogradu, Građevinski fakultetUniverzitet Crne Gore, Građevinski fakultet Podgorica, 2016)
In the paper, an algorithm to track a moving delamination front of arbitrary shape is proposed, which allows considering of arbitrary meshes composed of 4- and 9-node quadrilateral finite elements. The proposed model is ...
Effect of relative length of columns on nonlinear response of RC girder bridge
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Plasting buckling of frame supports / Izvijanje okvirnih nosača u plastičnoj oblasti
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2010)
This paper presents plastic buckling analysis of steel frames. Sway and non-sway frames were considered. It was shown that by applying the matrix analysis according to second order theory, critical load of the whole system ...
Thermal buckling of laminated composite plates using layerwise displacement model
(Elsevier Ltd, 2016)
In this paper thermal buckling of laminated composite plates, based on Layerwise Theory of Reddy and new version of Layerwise Theory of Reddy, presented for the first time, are formulated using the principle of virtual ...
Geometrically nonlinear analysis of laminated composite plates using a layer wise displacement model / Gemetrijski nelinearna analiza laminiranih kompozitnih ploča korišćenjem slojevitog modela pomeranja
(Univerzitet u Kragujevcu - Fakultet inženjerskih nauka, Kragujevac, 2011)
In this paper the geometrically nonlinear laminated finite element model is developed using the principle of virtual displacements (PVD). The 3D elasticity equations are reduced to 2D problem using kinematical assumptions ...
A model for preventive restoration of architectural structures by steel and glass
(Serbian Architectural Journal, 2017)
Vibrations of Flexible Strip on Viscoelastic Halfspace
(Procedia Engineering, 2017)
The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is ...
Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija
(Beograd: Univerzitet u Beogradu, Građevinski fakultetPodgorica: Univerzitet Crne Gore, Građevinski fakultet, 2016)
In a paper, theoretical bases of the dynamic stiffness method in the analysis of free vibration problem of
plate assemblies are presented. Governing equations are derived based on Mindlin, as well as higherorder
shear ...
Transient Response of Cross-Ply Laminated Composite Plates
(Faculty of Civil Engineering and Architecture (Niš), 2012)
This paper describes the transient response of cross-ply laminated composite plates. Possibility of achieving the transient response of cross-ply composites by the use of Reddy’s generalized laminated plate theory (GLPT) ...