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Geometrically nonlinear transient analysis of delaminated composite plates / Geometrijski nelinearna dinamička analiza oštećenih kompozitnih ploča
(Građevinski fakultet, Subotica, 2014)
This paper analyses geometrically nonlinear transient response of laminated composite plates with delaminations, using FEM. Numerical model is based on Reddy’s Generalized Laminated Plate Theory. Geometric nonlinearity is ...
Beam theory in spline parametric cooridinate. Part I / Teorija štapa u spline parametarskoj koordinati – deo I
(Građevinski fakultet, Subotica, 2014)
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 ...
Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings / Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja
(Građevinski fakultet Subotica, Subotica, 2014)
Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial ...
Elasto-plastic stability calculation of the frame structures using the code ALIN / Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
(Građevinski fakultet, Subotica, 2014)
This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness ...
Beam theory in spline parametric cooridinate. Part II: examples / Teorija štapa u spline parametarskoj koordinati – II deo: primeri
(Gradjevinski fakultet, Subotica, 2014)
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 ...
Parametric Study of Circular CFT Column Capacity According to Eurocode 4 / Parametarska analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Građevinski fakultet, Subotica, 2014)
In the paper, a simplified method for design of circular composite CFT columns according to the European standard for deisgn of composite steel and concrete structures – Eurocode 4 is presented. Veri¬fication of the column ...