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pro vyhledávání: '"Gábor M. Vörös"'
Autor:
Gábor M. Vörös
Publikováno v:
Mechanics Research Communications. 36:603-611
The objective of this paper is to analyse the free vibration and mode shapes of straight beams where the coupling between the bending and torsion is induced by steady state lateral loads. The governing differential equations and boundary conditions f
Autor:
Gábor M. Vörös
Publikováno v:
Thin-Walled Structures. 47:382-390
The paper presents the application of the new stiffener element with seven degrees of freedom per node and the subsequent application in determining frequencies, mode shapes and buckling loads of different stiffened panels. In structural modelling, t
Autor:
Gábor M. Vörös
Publikováno v:
Computers & Structures. 85:350-359
This paper presents a displacement based finite element model for predicting the constraint torsion effect of stiffeners. In structural modelling, the plate/shell and the stiffeners are treated as separate elements where the displacement compatibilit
Autor:
Abbas Talimian, Gábor M. Vörös
Publikováno v:
Periodica Polytechnica Civil Engineering. 57:123
This paper analyzes the dynamic stability of a thin walled beam subjected to non-uniform bending moment. It provides the detail of study the influence of bending moment gradient on instability regions. The second order rotation effect is considered f
Autor:
Gábor M. Vörös
Publikováno v:
Periodica Polytechnica Mechanical Engineering. 51:105
The paper presents the development of a new plate/shell stiffener element and the subsequent application in determine frequencies, mode shapes and buckling loads of different stiffened panels. In structural modelling, the plate and the stiffener are
Autor:
Gábor M. Vörös
Publikováno v:
Computers & Structures. 29:301-308
This paper presents an isoparametric finite element for reinforced shells and plates. The formulation is based on general beam theory and takes into account both transverse shear deformation and torsional warping. The element exhibits complete two-li