TY  - CONF
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Vatin, Nikolai
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/700
AB  - In the article a curvature analysis of a three axial bogie of the locomotive type JZ 461 was implemented. The feature of that type of locomotive is that it has a long distance between first and middle axis, which means the distance between the middle and last axis is long too. That feature leads to greater lateral forces during curve negotiation. As a result, the widening of the railway gauge in small radius curvature may appear. The article points that Infrastructure Manager must consider the specialties of vehicle performance and rail type when defines track gauge's curvature.
PB  - Elsevier Ltd
C3  - International Scientific Conference Urban Civil Engineering and Municipal Facilities (Spbucemf-2015)
T1  - Railway Gauge Expansion in Small Radius Curvature
EP  - 848
SP  - 841
VL  - 117
DO  - 10.1016/j.proeng.2015.08.149
ER  - 

@conference{
author = "Popović, Zdenka and Lazarević, Luka and Vatin, Nikolai",
year = "2015",
abstract = "In the article a curvature analysis of a three axial bogie of the locomotive type JZ 461 was implemented. The feature of that type of locomotive is that it has a long distance between first and middle axis, which means the distance between the middle and last axis is long too. That feature leads to greater lateral forces during curve negotiation. As a result, the widening of the railway gauge in small radius curvature may appear. The article points that Infrastructure Manager must consider the specialties of vehicle performance and rail type when defines track gauge's curvature.",
publisher = "Elsevier Ltd",
journal = "International Scientific Conference Urban Civil Engineering and Municipal Facilities (Spbucemf-2015)",
title = "Railway Gauge Expansion in Small Radius Curvature",
pages = "848-841",
volume = "117",
doi = "10.1016/j.proeng.2015.08.149"
}

Popović, Z., Lazarević, L.,& Vatin, N.. (2015). Railway Gauge Expansion in Small Radius Curvature. in International Scientific Conference Urban Civil Engineering and Municipal Facilities (Spbucemf-2015)
Elsevier Ltd., 117, 841-848.
https://doi.org/10.1016/j.proeng.2015.08.149

Popović Z, Lazarević L, Vatin N. Railway Gauge Expansion in Small Radius Curvature. in International Scientific Conference Urban Civil Engineering and Municipal Facilities (Spbucemf-2015). 2015;117:841-848.
doi:10.1016/j.proeng.2015.08.149 .

Popović, Zdenka, Lazarević, Luka, Vatin, Nikolai, "Railway Gauge Expansion in Small Radius Curvature" in International Scientific Conference Urban Civil Engineering and Municipal Facilities (Spbucemf-2015), 117 (2015):841-848,
https://doi.org/10.1016/j.proeng.2015.08.149 . .

TY  - JOUR
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
AU  - Vatin, Nikolai
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2857
AB  - This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.
PB  - Trans Tech Publications, Switzerland
T2  - Applied Mechanics and Materials
T1  - Elasto-plastic stability analysis of the frame structures using the tangent modulus approach
EP  - 874
SP  - 869
VL  - 725-726
DO  - 10.4028/www.scientific.net/AMM.725-726.869
ER  - 

@article{
author = "Ćorić, Stanko and Brčić, Stanko and Vatin, Nikolai",
year = "2015",
abstract = "This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.",
publisher = "Trans Tech Publications, Switzerland",
journal = "Applied Mechanics and Materials",
title = "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach",
pages = "874-869",
volume = "725-726",
doi = "10.4028/www.scientific.net/AMM.725-726.869"
}

Ćorić, S., Brčić, S.,& Vatin, N.. (2015). Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials
Trans Tech Publications, Switzerland., 725-726, 869-874.
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869

Ćorić S, Brčić S, Vatin N. Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials. 2015;725-726:869-874.
doi:10.4028/www.scientific.net/AMM.725-726.869 .

Ćorić, Stanko, Brčić, Stanko, Vatin, Nikolai, "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach" in Applied Mechanics and Materials, 725-726 (2015):869-874,
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869 . .