TY  - JOUR
AU  - Mirković, Nikola
AU  - Brajović, Ljiljana
AU  - Popović, Zdenka
AU  - Todorović, Goran
AU  - Lazarević, Luka
AU  - Petrović, Miloš
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2312
AB  - The main aim of conducted research is determination of temperature stresses due to the uneven temperature
distribution in CWR. This paper presents a methodology for determination of temperature stresses
in CWR based on (1) measurement system developed by the authors for measurement of rail surface temperatures,
and (2) coupled transient thermal-stress analysis for simulation of rail temperature field and
corresponding stresses. The main advantages of the proposed methodology are high sensitivity to the
small temperature variations, taking into account the effect of thermal inertia, as well as measurement
of single input parameter - rail surface temperature. The obtained experimental results showed lower rail
temperatures in sleeper zones and rail foot along CWR, which emphasize the effect of heat transfer
between rail and sleeper, as well as rail foot and ballast. These effects of heat transfer directly influence
the decrease of temperature stresses in the mentioned zones of CWR. The maximum values of simulated
temperature stresses are up to 16% less in the centre of gravity of railhead, up to 9.8% less in the centre of
gravity of rail foot, and up to 0.2% less in the centre of gravity of rail web, compared to the common engineering
calculation. In addition, the maximum value of simulated temperature force, based on temperature
stresses in the rail cross-section, was up to 5.3% less than the value obtained in the common
engineering calculation.
PB  - Elsevier
T2  - Construction and Building Materials
T1  - Determination of temperature stresses in CWR based on measured rail surface temperatures
IS  - 122713
VL  - 284
DO  - 10.1016/j.conbuildmat.2021.122713
ER  - 

@article{
author = "Mirković, Nikola and Brajović, Ljiljana and Popović, Zdenka and Todorović, Goran and Lazarević, Luka and Petrović, Miloš",
year = "2021",
abstract = "The main aim of conducted research is determination of temperature stresses due to the uneven temperature
distribution in CWR. This paper presents a methodology for determination of temperature stresses
in CWR based on (1) measurement system developed by the authors for measurement of rail surface temperatures,
and (2) coupled transient thermal-stress analysis for simulation of rail temperature field and
corresponding stresses. The main advantages of the proposed methodology are high sensitivity to the
small temperature variations, taking into account the effect of thermal inertia, as well as measurement
of single input parameter - rail surface temperature. The obtained experimental results showed lower rail
temperatures in sleeper zones and rail foot along CWR, which emphasize the effect of heat transfer
between rail and sleeper, as well as rail foot and ballast. These effects of heat transfer directly influence
the decrease of temperature stresses in the mentioned zones of CWR. The maximum values of simulated
temperature stresses are up to 16% less in the centre of gravity of railhead, up to 9.8% less in the centre of
gravity of rail foot, and up to 0.2% less in the centre of gravity of rail web, compared to the common engineering
calculation. In addition, the maximum value of simulated temperature force, based on temperature
stresses in the rail cross-section, was up to 5.3% less than the value obtained in the common
engineering calculation.",
publisher = "Elsevier",
journal = "Construction and Building Materials",
title = "Determination of temperature stresses in CWR based on measured rail surface temperatures",
number = "122713",
volume = "284",
doi = "10.1016/j.conbuildmat.2021.122713"
}

Mirković, N., Brajović, L., Popović, Z., Todorović, G., Lazarević, L.,& Petrović, M.. (2021). Determination of temperature stresses in CWR based on measured rail surface temperatures. in Construction and Building Materials
Elsevier., 284(122713).
https://doi.org/10.1016/j.conbuildmat.2021.122713

Mirković N, Brajović L, Popović Z, Todorović G, Lazarević L, Petrović M. Determination of temperature stresses in CWR based on measured rail surface temperatures. in Construction and Building Materials. 2021;284(122713).
doi:10.1016/j.conbuildmat.2021.122713 .

Mirković, Nikola, Brajović, Ljiljana, Popović, Zdenka, Todorović, Goran, Lazarević, Luka, Petrović, Miloš, "Determination of temperature stresses in CWR based on measured rail surface temperatures" in Construction and Building Materials, 284, no. 122713 (2021),
https://doi.org/10.1016/j.conbuildmat.2021.122713 . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Mirković, Nikola
AU  - Brajović, Ljiljana
AU  - Rakić, Dragan
AU  - Lazarević, Luka
AU  - Petričević, Slobodan
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2571
AB  - The railway track with continuously welded rails is an essential part of
the modern railway superstructure around the world. Calculation of the temperature
stresses in continuously welded rails has great significance for the planning
of maintenance activities in order to maintain traffic safety (risk of derailment due
to either rail break, or track buckling). This paper presents the finite element model
for calculation of rail stresses and displacements due to the temperature changes,
which was developed by the authors. The monitoring of the track sections, which
are significant regarding traffic safety, was suggested in this paper.
PB  - Springer, Cham
T2  - Advances in Intelligent Systems and Computing
T1  - Temperature Stresses in CWR – Experience of Serbian Railways
VL  - 1115
DO  - 10.1007/978-3-030-37916-2_81
ER  - 

@article{
author = "Popović, Zdenka and Mirković, Nikola and Brajović, Ljiljana and Rakić, Dragan and Lazarević, Luka and Petričević, Slobodan",
year = "2020",
abstract = "The railway track with continuously welded rails is an essential part of
the modern railway superstructure around the world. Calculation of the temperature
stresses in continuously welded rails has great significance for the planning
of maintenance activities in order to maintain traffic safety (risk of derailment due
to either rail break, or track buckling). This paper presents the finite element model
for calculation of rail stresses and displacements due to the temperature changes,
which was developed by the authors. The monitoring of the track sections, which
are significant regarding traffic safety, was suggested in this paper.",
publisher = "Springer, Cham",
journal = "Advances in Intelligent Systems and Computing",
title = "Temperature Stresses in CWR – Experience of Serbian Railways",
volume = "1115",
doi = "10.1007/978-3-030-37916-2_81"
}

Popović, Z., Mirković, N., Brajović, L., Rakić, D., Lazarević, L.,& Petričević, S.. (2020). Temperature Stresses in CWR – Experience of Serbian Railways. in Advances in Intelligent Systems and Computing
Springer, Cham., 1115.
https://doi.org/10.1007/978-3-030-37916-2_81

Popović Z, Mirković N, Brajović L, Rakić D, Lazarević L, Petričević S. Temperature Stresses in CWR – Experience of Serbian Railways. in Advances in Intelligent Systems and Computing. 2020;1115.
doi:10.1007/978-3-030-37916-2_81 .

Popović, Zdenka, Mirković, Nikola, Brajović, Ljiljana, Rakić, Dragan, Lazarević, Luka, Petričević, Slobodan, "Temperature Stresses in CWR – Experience of Serbian Railways" in Advances in Intelligent Systems and Computing, 1115 (2020),
https://doi.org/10.1007/978-3-030-37916-2_81 . .

TY  - CONF
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Brajović, Ljiljana
AU  - Mićić, Milica
AU  - Mirković, Nikola
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2149
AB  - Based on the railway network performance, Infrastructure Manager is obligated to define the Maintenance plan for railway infrastructure, which contains corresponding values for intervention limits and alert limits. This paper considers vehicle response to track excitation due to the rail defect (code 2202 according to defect classification). It is indicated that theoretical models and acceleration measurements could be used to assess the quality of track geometry and ride comfort. The importance of early detection of irregularities of superstructure and substructure was emphasized. Moreover, the importance of inspection and preventive maintenance on the modern railway infrastructure was considered. According to the previous, the authors recommend nondestructive methods for inspection and early detection of irregularities of railway infrastructure.
PB  - EDP Sciences
T1  - Improvement recommendations for railway infrastructure maintenance
SP  - 01001
VL  - 157
DO  - 10.1051/e3sconf/202015701001
ER  - 

@conference{
author = "Popović, Zdenka and Lazarević, Luka and Brajović, Ljiljana and Mićić, Milica and Mirković, Nikola",
year = "2020",
abstract = "Based on the railway network performance, Infrastructure Manager is obligated to define the Maintenance plan for railway infrastructure, which contains corresponding values for intervention limits and alert limits. This paper considers vehicle response to track excitation due to the rail defect (code 2202 according to defect classification). It is indicated that theoretical models and acceleration measurements could be used to assess the quality of track geometry and ride comfort. The importance of early detection of irregularities of superstructure and substructure was emphasized. Moreover, the importance of inspection and preventive maintenance on the modern railway infrastructure was considered. According to the previous, the authors recommend nondestructive methods for inspection and early detection of irregularities of railway infrastructure.",
publisher = "EDP Sciences",
title = "Improvement recommendations for railway infrastructure maintenance",
pages = "01001",
volume = "157",
doi = "10.1051/e3sconf/202015701001"
}

Popović, Z., Lazarević, L., Brajović, L., Mićić, M.,& Mirković, N.. (2020). Improvement recommendations for railway infrastructure maintenance. 
EDP Sciences., 157, 01001.
https://doi.org/10.1051/e3sconf/202015701001

Popović Z, Lazarević L, Brajović L, Mićić M, Mirković N. Improvement recommendations for railway infrastructure maintenance. 2020;157:01001.
doi:10.1051/e3sconf/202015701001 .

Popović, Zdenka, Lazarević, Luka, Brajović, Ljiljana, Mićić, Milica, Mirković, Nikola, "Improvement recommendations for railway infrastructure maintenance", 157 (2020):01001,
https://doi.org/10.1051/e3sconf/202015701001 . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
AU  - Mirković, Nikola
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2148
AB  - U radu se predstavlјaju tehnički zahtevi za prijem radova na koloseku normalne širine (1435 mm) u zastoru od tucanika u skladu sa evropskim standardom EN 13231-1, koji je 2014. godine usvojen kao srpski standard. Prijem radova se odnosi na građenje novog, kao i na rekonstrukciju, obnovu i odr-žavanje postojećeg koloseka. U radu se ukazuje na to da, uprkos uspostavljenom zakonskom okviru u Republici Srbiji, domaća tehnička regulativa još uvek nije harmonizovana sa zahtevima pomenutog standarda. Pored toga, ukazuje se na važnost definisanja procedura za sprovođenje merenja vrednosti referentnih parametara i kontrole stanja koloseka, kao i postupaka za dokumentovanje rezultata merenja i sprovedenih kontrola. Prikazane su propisane tolerancije za parametre geometrije koloseka i elemente konstrukcije gornjeg stroja koloseka prema zahtevima EN 13231-1. Posebno se ukazuje na važnost utvrđivanja roka za izvršanje prijema radova u ugovoru sklopljenom između upravljača infrastrukture i izvođača radova.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Tehnički zahtevi za prijem radova na koloseku
EP  - 444
IS  - 4
SP  - 437
VL  - 75
DO  - 10.5937/tehnika2004437P
ER  - 

@article{
author = "Popović, Zdenka and Lazarević, Luka and Mićić, Milica and Mirković, Nikola",
year = "2020",
abstract = "U radu se predstavlјaju tehnički zahtevi za prijem radova na koloseku normalne širine (1435 mm) u zastoru od tucanika u skladu sa evropskim standardom EN 13231-1, koji je 2014. godine usvojen kao srpski standard. Prijem radova se odnosi na građenje novog, kao i na rekonstrukciju, obnovu i odr-žavanje postojećeg koloseka. U radu se ukazuje na to da, uprkos uspostavljenom zakonskom okviru u Republici Srbiji, domaća tehnička regulativa još uvek nije harmonizovana sa zahtevima pomenutog standarda. Pored toga, ukazuje se na važnost definisanja procedura za sprovođenje merenja vrednosti referentnih parametara i kontrole stanja koloseka, kao i postupaka za dokumentovanje rezultata merenja i sprovedenih kontrola. Prikazane su propisane tolerancije za parametre geometrije koloseka i elemente konstrukcije gornjeg stroja koloseka prema zahtevima EN 13231-1. Posebno se ukazuje na važnost utvrđivanja roka za izvršanje prijema radova u ugovoru sklopljenom između upravljača infrastrukture i izvođača radova.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Tehnički zahtevi za prijem radova na koloseku",
pages = "444-437",
number = "4",
volume = "75",
doi = "10.5937/tehnika2004437P"
}

Popović, Z., Lazarević, L., Mićić, M.,& Mirković, N.. (2020). Tehnički zahtevi za prijem radova na koloseku. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 75(4), 437-444.
https://doi.org/10.5937/tehnika2004437P

Popović Z, Lazarević L, Mićić M, Mirković N. Tehnički zahtevi za prijem radova na koloseku. in Tehnika. 2020;75(4):437-444.
doi:10.5937/tehnika2004437P .

Popović, Zdenka, Lazarević, Luka, Mićić, Milica, Mirković, Nikola, "Tehnički zahtevi za prijem radova na koloseku" in Tehnika, 75, no. 4 (2020):437-444,
https://doi.org/10.5937/tehnika2004437P . .

TY  - JOUR
AU  - Mirković, Nikola
AU  - Brajović, Ljiljana
AU  - Malović, Miodrag
AU  - Vnenk, Petr
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2794
AB  - Continuously welded rails are a part of the track structure since the
1950s. Total stresses in continuously welded rails include residual stresses gen-
erated during the manufacturing process as well as the service life of rails. The
control of rail stresses is very important for traffic safety. Measurement meth-
ods for residual stress in rails are presented in this paper. Since destructive
measurement methods are unsuitable for use in the railway track, the modern
non-destructive methods were particularly presented and discussed. The ad-
vantages and disadvantages of X-ray diffraction, ultrasonic, magnetic and elec-
tromagnetic methods are particularly explained and considered.
T2  - Advances in Intelligent Systems and Computing
T1  - Measurement Methods for Residual Stresses in CWR
VL  - 982
DO  - 10.1007/978-3-030-19756-8_32
ER  - 

@article{
author = "Mirković, Nikola and Brajović, Ljiljana and Malović, Miodrag and Vnenk, Petr",
year = "2019",
abstract = "Continuously welded rails are a part of the track structure since the
1950s. Total stresses in continuously welded rails include residual stresses gen-
erated during the manufacturing process as well as the service life of rails. The
control of rail stresses is very important for traffic safety. Measurement meth-
ods for residual stress in rails are presented in this paper. Since destructive
measurement methods are unsuitable for use in the railway track, the modern
non-destructive methods were particularly presented and discussed. The ad-
vantages and disadvantages of X-ray diffraction, ultrasonic, magnetic and elec-
tromagnetic methods are particularly explained and considered.",
journal = "Advances in Intelligent Systems and Computing",
title = "Measurement Methods for Residual Stresses in CWR",
volume = "982",
doi = "10.1007/978-3-030-19756-8_32"
}

Mirković, N., Brajović, L., Malović, M.,& Vnenk, P.. (2019). Measurement Methods for Residual Stresses in CWR. in Advances in Intelligent Systems and Computing, 982.
https://doi.org/10.1007/978-3-030-19756-8_32

Mirković N, Brajović L, Malović M, Vnenk P. Measurement Methods for Residual Stresses in CWR. in Advances in Intelligent Systems and Computing. 2019;982.
doi:10.1007/978-3-030-19756-8_32 .

Mirković, Nikola, Brajović, Ljiljana, Malović, Miodrag, Vnenk, Petr, "Measurement Methods for Residual Stresses in CWR" in Advances in Intelligent Systems and Computing, 982 (2019),
https://doi.org/10.1007/978-3-030-19756-8_32 . .

TY  - JOUR
AU  - Lazarević, Luka
AU  - Vučković, Dejan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2570
AB  - The quality of sleeper support plays an important role in static and
dynamic behavior of ballasted track. Sleepers in track should be well supported
in vertical, lateral and longitudinal direction. Irregular vertical support (along zaxis)
leads to significant increase in dynamic forces in the wheel-rail contact
(increase up to 80% comparing to the sections with regular sleeper support).
Irregular lateral support (along y-axis) reduces track lateral stability and
increases the susceptibility to track buckling. Longitudinal support (along xaxis)
is important for the behavior of the continuously welded rails. In the
previous research conducted by the authors, application of micro-tremor analysis
for determination of vertical sleeper support was considered. This paper
investigates its further application for assessment of sleeper support in lateral
and longitudinal direction. The obtained results are presented and discussed.
PB  - Springer, Cham
T2  - Advances in Intelligent Systems and Computing
T1  - Assessment of Sleeper Stability in Ballast Bed Using Micro-tremor Sampling Method
VL  - 982
DO  - 10.1007/978-3-030-19756-8_26
ER  - 

@article{
author = "Lazarević, Luka and Vučković, Dejan",
year = "2019",
abstract = "The quality of sleeper support plays an important role in static and
dynamic behavior of ballasted track. Sleepers in track should be well supported
in vertical, lateral and longitudinal direction. Irregular vertical support (along zaxis)
leads to significant increase in dynamic forces in the wheel-rail contact
(increase up to 80% comparing to the sections with regular sleeper support).
Irregular lateral support (along y-axis) reduces track lateral stability and
increases the susceptibility to track buckling. Longitudinal support (along xaxis)
is important for the behavior of the continuously welded rails. In the
previous research conducted by the authors, application of micro-tremor analysis
for determination of vertical sleeper support was considered. This paper
investigates its further application for assessment of sleeper support in lateral
and longitudinal direction. The obtained results are presented and discussed.",
publisher = "Springer, Cham",
journal = "Advances in Intelligent Systems and Computing",
title = "Assessment of Sleeper Stability in Ballast Bed Using Micro-tremor Sampling Method",
volume = "982",
doi = "10.1007/978-3-030-19756-8_26"
}

Lazarević, L.,& Vučković, D.. (2019). Assessment of Sleeper Stability in Ballast Bed Using Micro-tremor Sampling Method. in Advances in Intelligent Systems and Computing
Springer, Cham., 982.
https://doi.org/10.1007/978-3-030-19756-8_26

Lazarević L, Vučković D. Assessment of Sleeper Stability in Ballast Bed Using Micro-tremor Sampling Method. in Advances in Intelligent Systems and Computing. 2019;982.
doi:10.1007/978-3-030-19756-8_26 .

Lazarević, Luka, Vučković, Dejan, "Assessment of Sleeper Stability in Ballast Bed Using Micro-tremor Sampling Method" in Advances in Intelligent Systems and Computing, 982 (2019),
https://doi.org/10.1007/978-3-030-19756-8_26 . .

TY  - JOUR
AU  - Lazarević, Luka
AU  - Popović, Zdenka
AU  - Mirković, Nikola
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2569
AB  - The competitiveness of the railway transport is still limited by the
differences in terms of infrastructure, rolling stock, transport technology,
maintenance strategy, signaling systems, electrification systems, safety regulations,
and speed limits. These circumstances force international trains to stop at
state borders. Interoperability of railway infrastructure in the Republic of Serbia
should allow safe and uninterrupted movement of trains. This paper presents the
technical measures applied on the Serbian railway infrastructure in order to
interoperate with the European railway network. Basic parameters corresponding
to the essential requirements for infrastructure subsystem were presented.
Furthermore, paper considers the interoperability constituents and experience
regarding reconstruction and modernization on Corridor X through Serbia.
PB  - Springer, Cham
T2  - Advances in Intelligent Systems and Computing
T1  - Interoperability of Railway Infrastructure in the Republic of Serbia
VL  - 982
DO  - 10.1007/978-3-030-19756-8_25
ER  - 

@article{
author = "Lazarević, Luka and Popović, Zdenka and Mirković, Nikola",
year = "2019",
abstract = "The competitiveness of the railway transport is still limited by the
differences in terms of infrastructure, rolling stock, transport technology,
maintenance strategy, signaling systems, electrification systems, safety regulations,
and speed limits. These circumstances force international trains to stop at
state borders. Interoperability of railway infrastructure in the Republic of Serbia
should allow safe and uninterrupted movement of trains. This paper presents the
technical measures applied on the Serbian railway infrastructure in order to
interoperate with the European railway network. Basic parameters corresponding
to the essential requirements for infrastructure subsystem were presented.
Furthermore, paper considers the interoperability constituents and experience
regarding reconstruction and modernization on Corridor X through Serbia.",
publisher = "Springer, Cham",
journal = "Advances in Intelligent Systems and Computing",
title = "Interoperability of Railway Infrastructure in the Republic of Serbia",
volume = "982",
doi = "10.1007/978-3-030-19756-8_25"
}

Lazarević, L., Popović, Z.,& Mirković, N.. (2019). Interoperability of Railway Infrastructure in the Republic of Serbia. in Advances in Intelligent Systems and Computing
Springer, Cham., 982.
https://doi.org/10.1007/978-3-030-19756-8_25

Lazarević L, Popović Z, Mirković N. Interoperability of Railway Infrastructure in the Republic of Serbia. in Advances in Intelligent Systems and Computing. 2019;982.
doi:10.1007/978-3-030-19756-8_25 .

Lazarević, Luka, Popović, Zdenka, Mirković, Nikola, "Interoperability of Railway Infrastructure in the Republic of Serbia" in Advances in Intelligent Systems and Computing, 982 (2019),
https://doi.org/10.1007/978-3-030-19756-8_25 . .

TY  - CONF
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Lazarević, Luka
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2795
AB  - Railway bridges have to ensure the same traffic safety and ride comfort along the entire 
length of the railway line including track sections on the bridges. Authors investigated the 
possibilities to avoid rail expansion joints in track on the bridge, in order to provide required 
traffic safety, as well as ride comfort on the railway bridges. This approach contributes to the 
reduction of maintenance costs and adverse environmental impact (noise and vibration). The 
original algorithm for reducing the rail stresses due to the vehicle/track/bridge interaction was 
presented in this paper.
C3  - Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019
T1  - Management of the stresses in CWR on the bridge
EP  - 149
SP  - 145
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2795
ER  - 

@conference{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka",
year = "2019",
abstract = "Railway bridges have to ensure the same traffic safety and ride comfort along the entire 
length of the railway line including track sections on the bridges. Authors investigated the 
possibilities to avoid rail expansion joints in track on the bridge, in order to provide required 
traffic safety, as well as ride comfort on the railway bridges. This approach contributes to the 
reduction of maintenance costs and adverse environmental impact (noise and vibration). The 
original algorithm for reducing the rail stresses due to the vehicle/track/bridge interaction was 
presented in this paper.",
journal = "Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019",
title = "Management of the stresses in CWR on the bridge",
pages = "149-145",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2795"
}

Mirković, N., Popović, Z.,& Lazarević, L.. (2019). Management of the stresses in CWR on the bridge. in Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019, 145-149.
https://hdl.handle.net/21.15107/rcub_grafar_2795

Mirković N, Popović Z, Lazarević L. Management of the stresses in CWR on the bridge. in Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019. 2019;:145-149.
https://hdl.handle.net/21.15107/rcub_grafar_2795 .

Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, "Management of the stresses in CWR on the bridge" in Zbornik radova 1. Međunarodne konferencije - Železnički transport u savremenom svetu 2019 (2019):145-149,
https://hdl.handle.net/21.15107/rcub_grafar_2795 .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Mirković, Nikola
AU  - Lazarević, Luka
AU  - Mićić, Milica
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1007
AB  - Vehicle/track/bridge interaction causes additional stresses in CWR on the bridge, which include stress in rails due to temperature changes in the bridge deck, vertical bending of bridge deck, and braking/acceleration of railway vehicles on the bridge deck. Critical analysis of additional tensile stresses in CWR on the bridge using Smith diagram was performed and presented in this paper. Furthermore, results of rail temperature measuring at several monitoring locations in Serbia were presented. The influence of the local climate conditions and neutral rail temperature on the temperature stress in CWR was analysed. The paper points out that the prescribed values of additional stresses in CWR have to include influence of real local climate conditions on track stability on the bridge.
AB  - Interakcija vozilo/kolosek/most dovodi do dodatnog naprezanja u kontinualno zavarenim šinama na mostu, što uključuje napone u šinama usled temperaturne promene u konstrukciji gornjeg stroja mosta, napone u šinama usled savijanja konstrukcije gornjeg stroja mosta u vertikalnoj ravni pod saobraćajnim opterećenjem, kao i napone u šinama usled pokretanja/kočenja železničkih vozila na mostu. U radu je predstavljena kritička analiza dodatnih napona zatezanja u kontinualno zavarenim šinama na mostu pomoću Smitovog dijagrama. Osim toga, predstavljeni su rezultati merenja temperature na nekoliko mernih mesta na železničkoj mreži u Srbiji. Analiziran je uticaj lokalnih klimatskih uslova i neutralne temperature u šini na napone od temperaturne promene u kontinualno zavarenim šinama. U radu se ističe da propisane vrednosti dodatnih napona u kontinualno zavarenim šinama moraju uključiti uticaj stvarnih lokalnih klimatskih uslova sa aspekta stabilnosti koloseka na mostu.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Influence of climate conditions on stresses in CWR on the bridges in Serbia
T1  - Klimatski uticaji na napone u kontinualno zavarenim šinama u kolosecima na mostovima u Srbiji
EP  - 44
IS  - 1
SP  - 39
VL  - 74
DO  - 10.5937/tehnika1901039P
ER  - 

@article{
author = "Popović, Zdenka and Mirković, Nikola and Lazarević, Luka and Mićić, Milica",
year = "2019",
abstract = "Vehicle/track/bridge interaction causes additional stresses in CWR on the bridge, which include stress in rails due to temperature changes in the bridge deck, vertical bending of bridge deck, and braking/acceleration of railway vehicles on the bridge deck. Critical analysis of additional tensile stresses in CWR on the bridge using Smith diagram was performed and presented in this paper. Furthermore, results of rail temperature measuring at several monitoring locations in Serbia were presented. The influence of the local climate conditions and neutral rail temperature on the temperature stress in CWR was analysed. The paper points out that the prescribed values of additional stresses in CWR have to include influence of real local climate conditions on track stability on the bridge., Interakcija vozilo/kolosek/most dovodi do dodatnog naprezanja u kontinualno zavarenim šinama na mostu, što uključuje napone u šinama usled temperaturne promene u konstrukciji gornjeg stroja mosta, napone u šinama usled savijanja konstrukcije gornjeg stroja mosta u vertikalnoj ravni pod saobraćajnim opterećenjem, kao i napone u šinama usled pokretanja/kočenja železničkih vozila na mostu. U radu je predstavljena kritička analiza dodatnih napona zatezanja u kontinualno zavarenim šinama na mostu pomoću Smitovog dijagrama. Osim toga, predstavljeni su rezultati merenja temperature na nekoliko mernih mesta na železničkoj mreži u Srbiji. Analiziran je uticaj lokalnih klimatskih uslova i neutralne temperature u šini na napone od temperaturne promene u kontinualno zavarenim šinama. U radu se ističe da propisane vrednosti dodatnih napona u kontinualno zavarenim šinama moraju uključiti uticaj stvarnih lokalnih klimatskih uslova sa aspekta stabilnosti koloseka na mostu.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Influence of climate conditions on stresses in CWR on the bridges in Serbia, Klimatski uticaji na napone u kontinualno zavarenim šinama u kolosecima na mostovima u Srbiji",
pages = "44-39",
number = "1",
volume = "74",
doi = "10.5937/tehnika1901039P"
}

Popović, Z., Mirković, N., Lazarević, L.,& Mićić, M.. (2019). Influence of climate conditions on stresses in CWR on the bridges in Serbia. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 74(1), 39-44.
https://doi.org/10.5937/tehnika1901039P

Popović Z, Mirković N, Lazarević L, Mićić M. Influence of climate conditions on stresses in CWR on the bridges in Serbia. in Tehnika. 2019;74(1):39-44.
doi:10.5937/tehnika1901039P .

Popović, Zdenka, Mirković, Nikola, Lazarević, Luka, Mićić, Milica, "Influence of climate conditions on stresses in CWR on the bridges in Serbia" in Tehnika, 74, no. 1 (2019):39-44,
https://doi.org/10.5937/tehnika1901039P . .

TY  - CONF
AU  - Mićić, Milica
AU  - Brajović, Ljiljana
AU  - Pustovgar, Andrey
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1610
AB  - This paper proposes a methodology for statistical analysis of data obtained by visual inspection of squat defects on the rail head. Rail inspection by visual observation, including measurement of the squat defect position and depth was performed in Pančevo Varoš railway station in 2017. The obtained data about the squat rail defect (defect type 227 according to the UIC 712) on the main tracks was analysed in this paper. The rail defect position was determined regarding the position of the nearest sleeper in the track. Statistical analysis of the occurrence of squat rail defect was conducted according to the performed visual inspection in the field. Statistical data processing was performed for tracks zones according to the vertical stiffness of rail support. Furthermore, the impact of traffic load, the type and the arrangement of sleepers on the appearance of the squat rail defect was considered.
PB  - Faculty of Mechanical Engineering, Niš
C3  - Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
T1  - Methodology for statistical analysis of squat rail defects
EP  - 160
SP  - 157
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1610
ER  - 

@conference{
author = "Mićić, Milica and Brajović, Ljiljana and Pustovgar, Andrey",
year = "2018",
abstract = "This paper proposes a methodology for statistical analysis of data obtained by visual inspection of squat defects on the rail head. Rail inspection by visual observation, including measurement of the squat defect position and depth was performed in Pančevo Varoš railway station in 2017. The obtained data about the squat rail defect (defect type 227 according to the UIC 712) on the main tracks was analysed in this paper. The rail defect position was determined regarding the position of the nearest sleeper in the track. Statistical analysis of the occurrence of squat rail defect was conducted according to the performed visual inspection in the field. Statistical data processing was performed for tracks zones according to the vertical stiffness of rail support. Furthermore, the impact of traffic load, the type and the arrangement of sleepers on the appearance of the squat rail defect was considered.",
publisher = "Faculty of Mechanical Engineering, Niš",
journal = "Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš",
title = "Methodology for statistical analysis of squat rail defects",
pages = "160-157",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1610"
}

Mićić, M., Brajović, L.,& Pustovgar, A.. (2018). Methodology for statistical analysis of squat rail defects. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
Faculty of Mechanical Engineering, Niš., 157-160.
https://hdl.handle.net/21.15107/rcub_grafar_1610

Mićić M, Brajović L, Pustovgar A. Methodology for statistical analysis of squat rail defects. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš. 2018;:157-160.
https://hdl.handle.net/21.15107/rcub_grafar_1610 .

Mićić, Milica, Brajović, Ljiljana, Pustovgar, Andrey, "Methodology for statistical analysis of squat rail defects" in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš (2018):157-160,
https://hdl.handle.net/21.15107/rcub_grafar_1610 .

TY  - CONF
AU  - Mirković, Nikola
AU  - Brajović, Ljiljana
AU  - Malović, Miodrag
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1600
AB  - The residual stresses in rails are generated during the manufacturing process and have uneven distribution in rail cross section. The residual stress is a part of basic tensile stress in rail foot. For used rail, the residual stress value of 80 MPa is commonly used in the engineering calculations. On the other hand, the standard EN 13674 prescribes residual stress values up to 250 MPa and destructive method using electrical strain gauge for measurement of rail residual stress. Since destructive measurement methods are unsuitable for use in the track, the possible non-destructive in situ methods for measuring of residual stresses in the rails are discussed in this paper. The fundamentals of X-ray diffraction, ultrasonic, magnetic and electromagnetic methods are explained, as well as, their advantages and disadvantages.
PB  - Faculty of Mechanical Engineering, Niš
C3  - Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
T1  - Methods for determination of residual stress in rail
EP  - 116
SP  - 113
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1600
ER  - 

@conference{
author = "Mirković, Nikola and Brajović, Ljiljana and Malović, Miodrag",
year = "2018",
abstract = "The residual stresses in rails are generated during the manufacturing process and have uneven distribution in rail cross section. The residual stress is a part of basic tensile stress in rail foot. For used rail, the residual stress value of 80 MPa is commonly used in the engineering calculations. On the other hand, the standard EN 13674 prescribes residual stress values up to 250 MPa and destructive method using electrical strain gauge for measurement of rail residual stress. Since destructive measurement methods are unsuitable for use in the track, the possible non-destructive in situ methods for measuring of residual stresses in the rails are discussed in this paper. The fundamentals of X-ray diffraction, ultrasonic, magnetic and electromagnetic methods are explained, as well as, their advantages and disadvantages.",
publisher = "Faculty of Mechanical Engineering, Niš",
journal = "Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš",
title = "Methods for determination of residual stress in rail",
pages = "116-113",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1600"
}

Mirković, N., Brajović, L.,& Malović, M.. (2018). Methods for determination of residual stress in rail. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
Faculty of Mechanical Engineering, Niš., 113-116.
https://hdl.handle.net/21.15107/rcub_grafar_1600

Mirković N, Brajović L, Malović M. Methods for determination of residual stress in rail. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš. 2018;:113-116.
https://hdl.handle.net/21.15107/rcub_grafar_1600 .

Mirković, Nikola, Brajović, Ljiljana, Malović, Miodrag, "Methods for determination of residual stress in rail" in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš (2018):113-116,
https://hdl.handle.net/21.15107/rcub_grafar_1600 .

TY  - CONF
AU  - Lazarević, Luka
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Mirković, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1605
PB  - Faculty of Mechanical Engineering, Niš
C3  - Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
T1  - Track alignment parameters on modern railway lines for mixed traffic
EP  - 80
SP  - 77
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1605
ER  - 

@conference{
author = "Lazarević, Luka and Popović, Zdenka and Mićić, Milica and Mirković, Nikola",
year = "2018",
publisher = "Faculty of Mechanical Engineering, Niš",
journal = "Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš",
title = "Track alignment parameters on modern railway lines for mixed traffic",
pages = "80-77",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1605"
}

Lazarević, L., Popović, Z., Mićić, M.,& Mirković, N.. (2018). Track alignment parameters on modern railway lines for mixed traffic. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
Faculty of Mechanical Engineering, Niš., 77-80.
https://hdl.handle.net/21.15107/rcub_grafar_1605

Lazarević L, Popović Z, Mićić M, Mirković N. Track alignment parameters on modern railway lines for mixed traffic. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš. 2018;:77-80.
https://hdl.handle.net/21.15107/rcub_grafar_1605 .

Lazarević, Luka, Popović, Zdenka, Mićić, Milica, Mirković, Nikola, "Track alignment parameters on modern railway lines for mixed traffic" in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš (2018):77-80,
https://hdl.handle.net/21.15107/rcub_grafar_1605 .

TY  - JOUR
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
AU  - Milosavljević, Aleksandra
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/914
AB  - The Institute for Standardization of Serbia has adopted a large number of en standards in the field of bridges as Serbian standards. Unfortunately, technical regulations based on the implementation of the adopted en standards in the field of bridges are still not made. The paper presents requirements for railway bridges based on en standards, UIC leaflets and German technical regulations. The aspect of track/bridge interaction is primarily considered. The parameters of track/bridge interaction, principles of calculation, as well as the overview of open points are presented. As the most important parameters of the bridge structure were considered: bridge expansion length, stiffness of the bridge substructure, as well as the bending stiffness and height of the bridge deck. Further, the effects of vertical load, temperature changes, and acceleration/breaking of the vehicle on the mentioned interaction are especially analysed. In addition, the conclusions of the paper apply to both ballasted track and slab track. The aim of the paper is to create a basis for the harmonisation of technical regulations in Serbia with European regulations in order to meet the requirements of interoperability.
AB  - Institut za standardizaciju Srbije usvojio je EN standarde u oblasti mostova kao srpske standarde. Nažalost, još uvek nije urađena tehnička regulativa zasnovana na primeni usvojenih EN standarda u oblasti mostova. U radu se prikazuju zahtevi za železničke mostove koji su zasnovani na EN standardima, UIC objavama i na nemačkoj tehničkoj regulativi. Primarno se obrađuje aspekt interakcije kolosek/most. Predstavljeni su parametri interakcije kolosek/most, principi proračuna, kao i pregled otvorenih pitanja. Kao najznačajniji parametri konstrukcije mosta razmatrani su: dužine dilatiranja mosta, krutost konstrukcije donjeg stroja mosta, kao i krutost na savijanje i visina konstrukcije gornjeg stroja mosta. Pored toga, posebno su analizirani uticaji vertikalnog opterećenja, temperaturnih promena, kao i ubrzavanja/kočenja vozila na pomenutu interakciju. Zaključci rada se odnose i na kolosek u zastoru od tucanika i na kolosek na čvrstoj podlozi. Cilj rada je stvaranje osnove za harmonizaciju tehničke regulative u Srbiji sa evropskom regulativom kako bi se ispunili zahtevi interoperabilnosti.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Railway bridges on interoperable lines: Aspect of track/bridge interaction
T1  - Železnički mostovi na interoperabilnim prugama - aspekt interakcije kolosek/most
EP  - 34
IS  - 2
SP  - 19
VL  - 61
DO  - 10.5937/GRMK1802019M
ER  - 

@article{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka and Mićić, Milica and Milosavljević, Aleksandra",
year = "2018",
abstract = "The Institute for Standardization of Serbia has adopted a large number of en standards in the field of bridges as Serbian standards. Unfortunately, technical regulations based on the implementation of the adopted en standards in the field of bridges are still not made. The paper presents requirements for railway bridges based on en standards, UIC leaflets and German technical regulations. The aspect of track/bridge interaction is primarily considered. The parameters of track/bridge interaction, principles of calculation, as well as the overview of open points are presented. As the most important parameters of the bridge structure were considered: bridge expansion length, stiffness of the bridge substructure, as well as the bending stiffness and height of the bridge deck. Further, the effects of vertical load, temperature changes, and acceleration/breaking of the vehicle on the mentioned interaction are especially analysed. In addition, the conclusions of the paper apply to both ballasted track and slab track. The aim of the paper is to create a basis for the harmonisation of technical regulations in Serbia with European regulations in order to meet the requirements of interoperability., Institut za standardizaciju Srbije usvojio je EN standarde u oblasti mostova kao srpske standarde. Nažalost, još uvek nije urađena tehnička regulativa zasnovana na primeni usvojenih EN standarda u oblasti mostova. U radu se prikazuju zahtevi za železničke mostove koji su zasnovani na EN standardima, UIC objavama i na nemačkoj tehničkoj regulativi. Primarno se obrađuje aspekt interakcije kolosek/most. Predstavljeni su parametri interakcije kolosek/most, principi proračuna, kao i pregled otvorenih pitanja. Kao najznačajniji parametri konstrukcije mosta razmatrani su: dužine dilatiranja mosta, krutost konstrukcije donjeg stroja mosta, kao i krutost na savijanje i visina konstrukcije gornjeg stroja mosta. Pored toga, posebno su analizirani uticaji vertikalnog opterećenja, temperaturnih promena, kao i ubrzavanja/kočenja vozila na pomenutu interakciju. Zaključci rada se odnose i na kolosek u zastoru od tucanika i na kolosek na čvrstoj podlozi. Cilj rada je stvaranje osnove za harmonizaciju tehničke regulative u Srbiji sa evropskom regulativom kako bi se ispunili zahtevi interoperabilnosti.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Railway bridges on interoperable lines: Aspect of track/bridge interaction, Železnički mostovi na interoperabilnim prugama - aspekt interakcije kolosek/most",
pages = "34-19",
number = "2",
volume = "61",
doi = "10.5937/GRMK1802019M"
}

Mirković, N., Popović, Z., Lazarević, L., Mićić, M.,& Milosavljević, A.. (2018). Railway bridges on interoperable lines: Aspect of track/bridge interaction. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 61(2), 19-34.
https://doi.org/10.5937/GRMK1802019M

Mirković N, Popović Z, Lazarević L, Mićić M, Milosavljević A. Railway bridges on interoperable lines: Aspect of track/bridge interaction. in Građevinski materijali i konstrukcije. 2018;61(2):19-34.
doi:10.5937/GRMK1802019M .

Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, Mićić, Milica, Milosavljević, Aleksandra, "Railway bridges on interoperable lines: Aspect of track/bridge interaction" in Građevinski materijali i konstrukcije, 61, no. 2 (2018):19-34,
https://doi.org/10.5937/GRMK1802019M . .

TY  - CONF
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mirković, Nikola
AU  - Mićić, Milica
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2796
AB  - Vehicle/track/bridge interaction causes additional stresses in CWR on the bridge, which
include stress in rails due to temperature changes in the bridge deck, vertical bending of
bridge deck, and braking/acceleration of railway vehicles on the bridge deck. Critical
analysis of additional tensile stresses in CWR on the bridge using Smith diagram was
performed and presented in this paper. Furthermore, results of rail temperature measuring
at several monitoring locations in Serbia were presented. The influence of the local climate
conditions and neutral rail temperature on the temperature stress in CWR was analysed.
The paper points out that the prescribed values of additional stresses in CWR have to
include influence of real local climate conditions on track stability on the bridge.
C3  - VII International Scientific Conference of the Faculty of Transport Engineering
T1  - Influence of climate conditions on stresses in CWR on the bridges in Serbia
EP  - 207
SP  - 200
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2796
ER  - 

@conference{
author = "Popović, Zdenka and Lazarević, Luka and Mirković, Nikola and Mićić, Milica",
year = "2018",
abstract = "Vehicle/track/bridge interaction causes additional stresses in CWR on the bridge, which
include stress in rails due to temperature changes in the bridge deck, vertical bending of
bridge deck, and braking/acceleration of railway vehicles on the bridge deck. Critical
analysis of additional tensile stresses in CWR on the bridge using Smith diagram was
performed and presented in this paper. Furthermore, results of rail temperature measuring
at several monitoring locations in Serbia were presented. The influence of the local climate
conditions and neutral rail temperature on the temperature stress in CWR was analysed.
The paper points out that the prescribed values of additional stresses in CWR have to
include influence of real local climate conditions on track stability on the bridge.",
journal = "VII International Scientific Conference of the Faculty of Transport Engineering",
title = "Influence of climate conditions on stresses in CWR on the bridges in Serbia",
pages = "207-200",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2796"
}

Popović, Z., Lazarević, L., Mirković, N.,& Mićić, M.. (2018). Influence of climate conditions on stresses in CWR on the bridges in Serbia. in VII International Scientific Conference of the Faculty of Transport Engineering, 200-207.
https://hdl.handle.net/21.15107/rcub_grafar_2796

Popović Z, Lazarević L, Mirković N, Mićić M. Influence of climate conditions on stresses in CWR on the bridges in Serbia. in VII International Scientific Conference of the Faculty of Transport Engineering. 2018;:200-207.
https://hdl.handle.net/21.15107/rcub_grafar_2796 .

Popović, Zdenka, Lazarević, Luka, Mirković, Nikola, Mićić, Milica, "Influence of climate conditions on stresses in CWR on the bridges in Serbia" in VII International Scientific Conference of the Faculty of Transport Engineering (2018):200-207,
https://hdl.handle.net/21.15107/rcub_grafar_2796 .

TY  - CONF
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
AU  - Mirković, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/957
AB  - The paper presents principle of track/bridge interaction in the case of temperature gradient, breaking and acceleration of railway vehicles. Influence of different bridge structures to the bridge expansion length was analysed for the purpose of expansion joint avoiding in CWR track. This would lead to the reduction of noise and vibration emission from railway traffic and maintenance activities, which is especially important in the urban environment. Additional stresses in track were considered according to the type of track and bridge deck, type of bridge bearings, as well as bridge support stiffness. Conclusion of this paper provides basic stances that could be used for the calculation of different railway bridge structures. The aim of the paper is providing the basis for improvement of the existing technical regulations in the field of railway infrastructure, as well as its harmonisation with EU regulations.
PB  - Springer Verlag
C3  - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
T1  - Interaction Phenomenon Between Train, Track and Bridge
EP  - 11
SP  - 3
VL  - 692
DO  - 10.1007/978-3-319-70987-1_1
ER  - 

@conference{
author = "Popović, Zdenka and Lazarević, Luka and Mićić, Milica and Mirković, Nikola",
year = "2018",
abstract = "The paper presents principle of track/bridge interaction in the case of temperature gradient, breaking and acceleration of railway vehicles. Influence of different bridge structures to the bridge expansion length was analysed for the purpose of expansion joint avoiding in CWR track. This would lead to the reduction of noise and vibration emission from railway traffic and maintenance activities, which is especially important in the urban environment. Additional stresses in track were considered according to the type of track and bridge deck, type of bridge bearings, as well as bridge support stiffness. Conclusion of this paper provides basic stances that could be used for the calculation of different railway bridge structures. The aim of the paper is providing the basis for improvement of the existing technical regulations in the field of railway infrastructure, as well as its harmonisation with EU regulations.",
publisher = "Springer Verlag",
journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra",
title = "Interaction Phenomenon Between Train, Track and Bridge",
pages = "11-3",
volume = "692",
doi = "10.1007/978-3-319-70987-1_1"
}

Popović, Z., Lazarević, L., Mićić, M.,& Mirković, N.. (2018). Interaction Phenomenon Between Train, Track and Bridge. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
Springer Verlag., 692, 3-11.
https://doi.org/10.1007/978-3-319-70987-1_1

Popović Z, Lazarević L, Mićić M, Mirković N. Interaction Phenomenon Between Train, Track and Bridge. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:3-11.
doi:10.1007/978-3-319-70987-1_1 .

Popović, Zdenka, Lazarević, Luka, Mićić, Milica, Mirković, Nikola, "Interaction Phenomenon Between Train, Track and Bridge" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):3-11,
https://doi.org/10.1007/978-3-319-70987-1_1 . .

TY  - JOUR
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Pustovgar, Andrey P.
AU  - Lazarević, Luka
AU  - Zhuravlev, Andrey V.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/913
AB  - This paper analyses the stresses in continuous welded rails on bridges including the aspect of fatigue of rail steel. Furthermore, it examines the possibility to avoid rail expansion joints, while simultaneously exploiting the permissible stress capacity of the rail profile 60E1. Accordingly, general application of permissible values of pressure and tensilestresses prescribed in the current European standards was critically analysed. Paper includes specific application aspects of the prescribed stress values for railway bridges in Serbia. General algorithm for reducing the stresses due to the vehicle/track/bridge interaction, which is presented in this paper, was developed by the authors. This algorithm includes all essential parameters of the bridge structure and railway superstructure, as well as the influence of climate conditions and railway route design.
AB  - Ovaj rad analizira napone u kontiunualno zavarenim šinama na mostovima, uključujući aspekt zamora šinskog čelika. Pored toga, ispituje se mogućnost izostavljanja šinskih dilatacionih sprava, uz istovremeno iskorišćenje kapaciteta dozvoljenih napona za profil šine 60E1. U skladu sa tim, kritički je analizirana opšta primena dozvoljenih vrednosti napona pritiska i zatezanja koje su propisane u važećim evropskim standardima. Rad uključuje aspekte posebne primene propisanih vrednosti napona za železničke mostove u Srbiji. U radu je predstavljen opšti algoritam za smanjenje napona usled interakcije vozilo/kolosek/most, koji je razvijen od strane autora. Ovaj algoritam uključuje sve bitne parametre konstrukcije mosta i gornjeg stroja železničke pruge, kao i uticaj klimatskih uslova i projekta trase pruge.
PB  - Univerzitet u Beogradu - Mašinski fakultet, Beograd
T2  - FME Transactions
T1  - Management of stresses in the rails on railway bridges
T1  - Upravljanje naponima u šinama na železničkim mostovima
EP  - 643
IS  - 4
SP  - 636
VL  - 46
DO  - 10.5937/fmet1804636M
ER  - 

@article{
author = "Mirković, Nikola and Popović, Zdenka and Pustovgar, Andrey P. and Lazarević, Luka and Zhuravlev, Andrey V.",
year = "2018",
abstract = "This paper analyses the stresses in continuous welded rails on bridges including the aspect of fatigue of rail steel. Furthermore, it examines the possibility to avoid rail expansion joints, while simultaneously exploiting the permissible stress capacity of the rail profile 60E1. Accordingly, general application of permissible values of pressure and tensilestresses prescribed in the current European standards was critically analysed. Paper includes specific application aspects of the prescribed stress values for railway bridges in Serbia. General algorithm for reducing the stresses due to the vehicle/track/bridge interaction, which is presented in this paper, was developed by the authors. This algorithm includes all essential parameters of the bridge structure and railway superstructure, as well as the influence of climate conditions and railway route design., Ovaj rad analizira napone u kontiunualno zavarenim šinama na mostovima, uključujući aspekt zamora šinskog čelika. Pored toga, ispituje se mogućnost izostavljanja šinskih dilatacionih sprava, uz istovremeno iskorišćenje kapaciteta dozvoljenih napona za profil šine 60E1. U skladu sa tim, kritički je analizirana opšta primena dozvoljenih vrednosti napona pritiska i zatezanja koje su propisane u važećim evropskim standardima. Rad uključuje aspekte posebne primene propisanih vrednosti napona za železničke mostove u Srbiji. U radu je predstavljen opšti algoritam za smanjenje napona usled interakcije vozilo/kolosek/most, koji je razvijen od strane autora. Ovaj algoritam uključuje sve bitne parametre konstrukcije mosta i gornjeg stroja železničke pruge, kao i uticaj klimatskih uslova i projekta trase pruge.",
publisher = "Univerzitet u Beogradu - Mašinski fakultet, Beograd",
journal = "FME Transactions",
title = "Management of stresses in the rails on railway bridges, Upravljanje naponima u šinama na železničkim mostovima",
pages = "643-636",
number = "4",
volume = "46",
doi = "10.5937/fmet1804636M"
}

Mirković, N., Popović, Z., Pustovgar, A. P., Lazarević, L.,& Zhuravlev, A. V.. (2018). Management of stresses in the rails on railway bridges. in FME Transactions
Univerzitet u Beogradu - Mašinski fakultet, Beograd., 46(4), 636-643.
https://doi.org/10.5937/fmet1804636M

Mirković N, Popović Z, Pustovgar AP, Lazarević L, Zhuravlev AV. Management of stresses in the rails on railway bridges. in FME Transactions. 2018;46(4):636-643.
doi:10.5937/fmet1804636M .

Mirković, Nikola, Popović, Zdenka, Pustovgar, Andrey P., Lazarević, Luka, Zhuravlev, Andrey V., "Management of stresses in the rails on railway bridges" in FME Transactions, 46, no. 4 (2018):636-643,
https://doi.org/10.5937/fmet1804636M . .

TY  - CONF
AU  - Popović, Zdenka
AU  - Matuška, Jaroslav
AU  - Lazarević, Luka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1630
AB  - Accessible railway platforms are an important part of modern railway infrastructure. Accessibility for all passenger categories, including people with reduced mobility (PRM), is one of basic and mandatory requirements for new and reconstructed European railway infrastructure. According to the results of the research conducted within the framework of the Visegrád Group (cultural and political alliance of four Central European nations – Czech Republic, Hungary, Poland and Slovakia, that are members of the European Union) in 2015, the existing railway platforms and passenger information systems represent serious barriers for PRM passengers (especially for people in wheelchair, with crutches, with baby prams, as well as for blind and visually impaired passengers). This paper deals with design requirements for railway platforms from the aspect of accessibility, tactile walking surface indicators and acoustic information for blind and visually impaired passengers. Paper analyses legal framework and shows examples of practical application of accessibility standards in Czech Republic and the Republic of Serbia. Furthermore, it provides concrete recommendations for barrier-free design of railway platforms
PB  - Faculty of Mechanical Engineering, Niš
C3  - Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
T1  - Accessible railway platforms - Czech and Serbian design experience and recommendations
EP  - 72
SP  - 69
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1630
ER  - 

@conference{
author = "Popović, Zdenka and Matuška, Jaroslav and Lazarević, Luka",
year = "2018",
abstract = "Accessible railway platforms are an important part of modern railway infrastructure. Accessibility for all passenger categories, including people with reduced mobility (PRM), is one of basic and mandatory requirements for new and reconstructed European railway infrastructure. According to the results of the research conducted within the framework of the Visegrád Group (cultural and political alliance of four Central European nations – Czech Republic, Hungary, Poland and Slovakia, that are members of the European Union) in 2015, the existing railway platforms and passenger information systems represent serious barriers for PRM passengers (especially for people in wheelchair, with crutches, with baby prams, as well as for blind and visually impaired passengers). This paper deals with design requirements for railway platforms from the aspect of accessibility, tactile walking surface indicators and acoustic information for blind and visually impaired passengers. Paper analyses legal framework and shows examples of practical application of accessibility standards in Czech Republic and the Republic of Serbia. Furthermore, it provides concrete recommendations for barrier-free design of railway platforms",
publisher = "Faculty of Mechanical Engineering, Niš",
journal = "Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš",
title = "Accessible railway platforms - Czech and Serbian design experience and recommendations",
pages = "72-69",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1630"
}

Popović, Z., Matuška, J.,& Lazarević, L.. (2018). Accessible railway platforms - Czech and Serbian design experience and recommendations. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš
Faculty of Mechanical Engineering, Niš., 69-72.
https://hdl.handle.net/21.15107/rcub_grafar_1630

Popović Z, Matuška J, Lazarević L. Accessible railway platforms - Czech and Serbian design experience and recommendations. in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš. 2018;:69-72.
https://hdl.handle.net/21.15107/rcub_grafar_1630 .

Popović, Zdenka, Matuška, Jaroslav, Lazarević, Luka, "Accessible railway platforms - Czech and Serbian design experience and recommendations" in Proceedings / XVIII Scientific-expert conference on railways - RAILCON 18, october 11-12, 2018, Niš (2018):69-72,
https://hdl.handle.net/21.15107/rcub_grafar_1630 .

TY  - CONF
AU  - Mićić, Milica
AU  - Lazarević, Luka
AU  - Popović, Zdenka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/932
AB  - At the railway/road level crossings, two essentially different modes of transport intersect, both with a variety of vehicle performance parameters and traffic organization rules. Level crossing presents a collision zone for both transport modes from the aspect of traffic safety. Unfortunately, the probability of accidents at level crossings is still high. Railway Infrastructure Manager controls only one part of the problem (traffic management and ensuring the safety of level crossings using technical equipment and signalization). Level crossings are not always avoidable on the existing railway lines, although the preferred solution is overpass crossing. On the European railway network, level crossings occur even on the reconstructed railway lines for speeds up to 200 km/h, with the appropriate design principles and safety measures for both transport modes. This paper describes the basic design principles for the level crossings where rail vehicles reach speeds up to 200 km/h, as well as the review of the necessary measures to increase safety level.
PB  - Springer Verlag
C3  - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
T1  - Railway/Road Level Crossing Design - Aspect of Safety and Environment
EP  - 800
SP  - 791
VL  - 692
DO  - 10.1007/978-3-319-70987-1_84
ER  - 

@conference{
author = "Mićić, Milica and Lazarević, Luka and Popović, Zdenka",
year = "2018",
abstract = "At the railway/road level crossings, two essentially different modes of transport intersect, both with a variety of vehicle performance parameters and traffic organization rules. Level crossing presents a collision zone for both transport modes from the aspect of traffic safety. Unfortunately, the probability of accidents at level crossings is still high. Railway Infrastructure Manager controls only one part of the problem (traffic management and ensuring the safety of level crossings using technical equipment and signalization). Level crossings are not always avoidable on the existing railway lines, although the preferred solution is overpass crossing. On the European railway network, level crossings occur even on the reconstructed railway lines for speeds up to 200 km/h, with the appropriate design principles and safety measures for both transport modes. This paper describes the basic design principles for the level crossings where rail vehicles reach speeds up to 200 km/h, as well as the review of the necessary measures to increase safety level.",
publisher = "Springer Verlag",
journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra",
title = "Railway/Road Level Crossing Design - Aspect of Safety and Environment",
pages = "800-791",
volume = "692",
doi = "10.1007/978-3-319-70987-1_84"
}

Mićić, M., Lazarević, L.,& Popović, Z.. (2018). Railway/Road Level Crossing Design - Aspect of Safety and Environment. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
Springer Verlag., 692, 791-800.
https://doi.org/10.1007/978-3-319-70987-1_84

Mićić M, Lazarević L, Popović Z. Railway/Road Level Crossing Design - Aspect of Safety and Environment. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:791-800.
doi:10.1007/978-3-319-70987-1_84 .

Mićić, Milica, Lazarević, Luka, Popović, Zdenka, "Railway/Road Level Crossing Design - Aspect of Safety and Environment" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):791-800,
https://doi.org/10.1007/978-3-319-70987-1_84 . .

TY  - JOUR
AU  - Lazarević, Luka
AU  - Vučković, Dejan
AU  - Mićić, Milica
AU  - Popović, Zdenka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/909
AB  - This article presents results obtained in the research conducted on railway infrastructure in Serbia, which aimed at prediction of substructure condition based on the analysis of track quality. It presents the results of seismic tomography application as non-destructive procedure for assessment of railway substructure condition. Track geometry quality was assessed according to analysis of longitudinal level data, which was recorded during regular track geometry inspections. Track section for application of seismic tomography was chosen on the basis of analysed track geometry data recorded during the regular track geometry inspections in 2006, 2008, 2009, 2012, 2013 and 2014. Tomographic imaging of railway platform on Test Section enabled the creation of two-dimensional finite element model, which was used for determination of propagation speed of seismic P-waves. Seismic tomography on Test Section, which is the part of the international railway line Belgrade–Vrbnica, was performed in 2014. Obtained tomographic image was discussed and compared to track geometry data recorded during the regular track geometry inspections.
PB  - SAGE Publications Ltd
T2  - Structural Health Monitoring
T1  - Application of seismic tomography for assessment of the railway substructure condition
DO  - 10.1177/1475921718774778
ER  - 

@article{
author = "Lazarević, Luka and Vučković, Dejan and Mićić, Milica and Popović, Zdenka",
year = "2018",
abstract = "This article presents results obtained in the research conducted on railway infrastructure in Serbia, which aimed at prediction of substructure condition based on the analysis of track quality. It presents the results of seismic tomography application as non-destructive procedure for assessment of railway substructure condition. Track geometry quality was assessed according to analysis of longitudinal level data, which was recorded during regular track geometry inspections. Track section for application of seismic tomography was chosen on the basis of analysed track geometry data recorded during the regular track geometry inspections in 2006, 2008, 2009, 2012, 2013 and 2014. Tomographic imaging of railway platform on Test Section enabled the creation of two-dimensional finite element model, which was used for determination of propagation speed of seismic P-waves. Seismic tomography on Test Section, which is the part of the international railway line Belgrade–Vrbnica, was performed in 2014. Obtained tomographic image was discussed and compared to track geometry data recorded during the regular track geometry inspections.",
publisher = "SAGE Publications Ltd",
journal = "Structural Health Monitoring",
title = "Application of seismic tomography for assessment of the railway substructure condition",
doi = "10.1177/1475921718774778"
}

Lazarević, L., Vučković, D., Mićić, M.,& Popović, Z.. (2018). Application of seismic tomography for assessment of the railway substructure condition. in Structural Health Monitoring
SAGE Publications Ltd..
https://doi.org/10.1177/1475921718774778

Lazarević L, Vučković D, Mićić M, Popović Z. Application of seismic tomography for assessment of the railway substructure condition. in Structural Health Monitoring. 2018;.
doi:10.1177/1475921718774778 .

Lazarević, Luka, Vučković, Dejan, Mićić, Milica, Popović, Zdenka, "Application of seismic tomography for assessment of the railway substructure condition" in Structural Health Monitoring (2018),
https://doi.org/10.1177/1475921718774778 . .

TY  - JOUR
AU  - Mićić, Milica
AU  - Vukićević, Mirjana
AU  - Lazarević, Luka
AU  - Popović, Zdenka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/938
AB  - Transport represents both need and threat to the modern human society. European transport policy aims at sustainable transport development based on the efficient use of natural resources, protection and improvement of environment, as well as the real and diverse needs of potential users. The paper points out that the development of railway infrastructure is a necessary but not sufficient condition for shaping the sustainable mobility. Railway infrastructure has to meet the requirements of the society, economy, protection and improvement of the environment. In general, electrification of railways leads to reduction of the carbon footprint. On the other hand, thermal power plants in Serbia are the main suppliers of electric power. The results of previous geotechnical laboratory testing showed that investigated fly ash could be suitable for utilisation in the railway infrastructure. This paper presents the results of laboratory tests to determine the presence of radionuclides and trace elements in fly ash samples.
PB  - Strojarski Facultet
T2  - Tehnički vjesnik / Technical Gazette
T1  - Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia
EP  - 523
SP  - 516
VL  - 25
DO  - 10.17559/TV-20171019124644
ER  - 

@article{
author = "Mićić, Milica and Vukićević, Mirjana and Lazarević, Luka and Popović, Zdenka",
year = "2018",
abstract = "Transport represents both need and threat to the modern human society. European transport policy aims at sustainable transport development based on the efficient use of natural resources, protection and improvement of environment, as well as the real and diverse needs of potential users. The paper points out that the development of railway infrastructure is a necessary but not sufficient condition for shaping the sustainable mobility. Railway infrastructure has to meet the requirements of the society, economy, protection and improvement of the environment. In general, electrification of railways leads to reduction of the carbon footprint. On the other hand, thermal power plants in Serbia are the main suppliers of electric power. The results of previous geotechnical laboratory testing showed that investigated fly ash could be suitable for utilisation in the railway infrastructure. This paper presents the results of laboratory tests to determine the presence of radionuclides and trace elements in fly ash samples.",
publisher = "Strojarski Facultet",
journal = "Tehnički vjesnik / Technical Gazette",
title = "Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia",
pages = "523-516",
volume = "25",
doi = "10.17559/TV-20171019124644"
}

Mićić, M., Vukićević, M., Lazarević, L.,& Popović, Z.. (2018). Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia. in Tehnički vjesnik / Technical Gazette
Strojarski Facultet., 25, 516-523.
https://doi.org/10.17559/TV-20171019124644

Mićić M, Vukićević M, Lazarević L, Popović Z. Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia. in Tehnički vjesnik / Technical Gazette. 2018;25:516-523.
doi:10.17559/TV-20171019124644 .

Mićić, Milica, Vukićević, Mirjana, Lazarević, Luka, Popović, Zdenka, "Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia" in Tehnički vjesnik / Technical Gazette, 25 (2018):516-523,
https://doi.org/10.17559/TV-20171019124644 . .

TY  - CONF
AU  - Mićić, Milica
AU  - Brajović, Ljiljana
AU  - Lazarević, Luka
AU  - Mirković, Nikola
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2792
AB  - Track stiffness is a parameter which significantly influences to the track geometry 
deterioration, rail fatigue and deterioration of other superstructure and substructure components 
during the track service life. Track stiffness measurement has great theoretical and practical 
importance for the design of new railway lines, as well as for upgrade and maintenance of existing 
railway lines. This paper analyses standstill and continuous measurement methods for static and 
dynamic track stiffness, which are used worldwide. In addition, it presents measurement 
principles and performances used for inspection vehicles and devices, and guidelines for selection 
of the optimal method for stiffness measurement depending on the user requirements.
PB  - University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj
C3  - VI International Symposium New Horizons of Transport and Communications
T1  - Methods for track stiffness measurement - State of the art
EP  - 387
SP  - 378
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2792
ER  - 

@conference{
author = "Mićić, Milica and Brajović, Ljiljana and Lazarević, Luka and Mirković, Nikola",
year = "2017",
abstract = "Track stiffness is a parameter which significantly influences to the track geometry 
deterioration, rail fatigue and deterioration of other superstructure and substructure components 
during the track service life. Track stiffness measurement has great theoretical and practical 
importance for the design of new railway lines, as well as for upgrade and maintenance of existing 
railway lines. This paper analyses standstill and continuous measurement methods for static and 
dynamic track stiffness, which are used worldwide. In addition, it presents measurement 
principles and performances used for inspection vehicles and devices, and guidelines for selection 
of the optimal method for stiffness measurement depending on the user requirements.",
publisher = "University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj",
journal = "VI International Symposium New Horizons of Transport and Communications",
title = "Methods for track stiffness measurement - State of the art",
pages = "387-378",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2792"
}

Mićić, M., Brajović, L., Lazarević, L.,& Mirković, N.. (2017). Methods for track stiffness measurement - State of the art. in VI International Symposium New Horizons of Transport and Communications
University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj., 378-387.
https://hdl.handle.net/21.15107/rcub_grafar_2792

Mićić M, Brajović L, Lazarević L, Mirković N. Methods for track stiffness measurement - State of the art. in VI International Symposium New Horizons of Transport and Communications. 2017;:378-387.
https://hdl.handle.net/21.15107/rcub_grafar_2792 .

Mićić, Milica, Brajović, Ljiljana, Lazarević, Luka, Mirković, Nikola, "Methods for track stiffness measurement - State of the art" in VI International Symposium New Horizons of Transport and Communications (2017):378-387,
https://hdl.handle.net/21.15107/rcub_grafar_2792 .

TY  - CONF
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Vukićević, Mirjana
AU  - Mićić, Milica
AU  - Mirković, Nikola
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/895
AB  - This paper deals with actual European "modal shift to rail transport" concept and related environmental issues and experience in the Republic of Serbia. The planned increase in volume of railway transport and planned railway electrification should reduce air pollution in Serbia, particularly in the urban environment. On the other hand, achieving this goal would lead to the increase in noise level in the urban environment and environmental issues in the region of thermal power plants, which are the main sources of electricity in Serbia. This paper suggests concrete measures to reduce the railway carbon footprint and noise level during the planning, design and service life of railway infrastructure.
PB  - EDP Sciences
C3  - International Science Conference Spbwosce-2016 - Smart City
T1  - The modal shift to sustainable railway transport in Serbia
VL  - 106
DO  - 10.1051/matecconf/201710605001
ER  - 

@conference{
author = "Popović, Zdenka and Lazarević, Luka and Vukićević, Mirjana and Mićić, Milica and Mirković, Nikola",
year = "2017",
abstract = "This paper deals with actual European "modal shift to rail transport" concept and related environmental issues and experience in the Republic of Serbia. The planned increase in volume of railway transport and planned railway electrification should reduce air pollution in Serbia, particularly in the urban environment. On the other hand, achieving this goal would lead to the increase in noise level in the urban environment and environmental issues in the region of thermal power plants, which are the main sources of electricity in Serbia. This paper suggests concrete measures to reduce the railway carbon footprint and noise level during the planning, design and service life of railway infrastructure.",
publisher = "EDP Sciences",
journal = "International Science Conference Spbwosce-2016 - Smart City",
title = "The modal shift to sustainable railway transport in Serbia",
volume = "106",
doi = "10.1051/matecconf/201710605001"
}

Popović, Z., Lazarević, L., Vukićević, M., Mićić, M.,& Mirković, N.. (2017). The modal shift to sustainable railway transport in Serbia. in International Science Conference Spbwosce-2016 - Smart City
EDP Sciences., 106.
https://doi.org/10.1051/matecconf/201710605001

Popović Z, Lazarević L, Vukićević M, Mićić M, Mirković N. The modal shift to sustainable railway transport in Serbia. in International Science Conference Spbwosce-2016 - Smart City. 2017;106.
doi:10.1051/matecconf/201710605001 .

Popović, Zdenka, Lazarević, Luka, Vukićević, Mirjana, Mićić, Milica, Mirković, Nikola, "The modal shift to sustainable railway transport in Serbia" in International Science Conference Spbwosce-2016 - Smart City, 106 (2017),
https://doi.org/10.1051/matecconf/201710605001 . .

TY  - CONF
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2793
AB  - The paper presents basic principles of bridge structure behaviour from the aspect of 
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway 
vehicles. The paper analyses influence of different bridge structures to the bridge expansion 
length. In addition, influence of bridge superstructure, as well as bridge support stiffness was 
analysed. In the conclusion, there were presented basic observations of conducted analyses that 
could be applied for the calculation of different railway bridge structures. The aim of this paper 
is providing the basis for improvement of the existing technical regulations in the field of railway 
infrastructure, as well as its harmonisation with EU regulations.
PB  - University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj
C3  - VI International Symposium New Horizons of Transport and Communications
T1  - Track/bridge interaction - The aspect of bridge structure
EP  - 377
SP  - 370
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2793
ER  - 

@conference{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka and Mićić, Milica",
year = "2017",
abstract = "The paper presents basic principles of bridge structure behaviour from the aspect of 
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway 
vehicles. The paper analyses influence of different bridge structures to the bridge expansion 
length. In addition, influence of bridge superstructure, as well as bridge support stiffness was 
analysed. In the conclusion, there were presented basic observations of conducted analyses that 
could be applied for the calculation of different railway bridge structures. The aim of this paper 
is providing the basis for improvement of the existing technical regulations in the field of railway 
infrastructure, as well as its harmonisation with EU regulations.",
publisher = "University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj",
journal = "VI International Symposium New Horizons of Transport and Communications",
title = "Track/bridge interaction - The aspect of bridge structure",
pages = "377-370",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2793"
}

Mirković, N., Popović, Z., Lazarević, L.,& Mićić, M.. (2017). Track/bridge interaction - The aspect of bridge structure. in VI International Symposium New Horizons of Transport and Communications
University of East Sarajevo,  Faculty of Transport and Traffic  Engineering Doboj., 370-377.
https://hdl.handle.net/21.15107/rcub_grafar_2793

Mirković N, Popović Z, Lazarević L, Mićić M. Track/bridge interaction - The aspect of bridge structure. in VI International Symposium New Horizons of Transport and Communications. 2017;:370-377.
https://hdl.handle.net/21.15107/rcub_grafar_2793 .

Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, Mićić, Milica, "Track/bridge interaction - The aspect of bridge structure" in VI International Symposium New Horizons of Transport and Communications (2017):370-377,
https://hdl.handle.net/21.15107/rcub_grafar_2793 .

TY  - JOUR
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/831
AB  - This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of track and bridge superstructure, as well as bridge support stiffness on the mentioned interaction were considered. In addition, performance requirements for rail fastening systems and longitudinal track restraint on bridge were considered. UIC (International Union of Railways) recommendations for design of railway bridges were presented. The aim of this paper is providing the basis for improvement of the existing technical regulations in the field of railway infrastructure, as well as its harmonisation with EU regulations.
AB  - Ovaj rad razmatra osnovne principe interakcije kolosek/most. Analizirani su uticaji različitih konstrukcija mostova na dilatacionu dužinu mosta kako bi se izbegla dilataciona sprava u koloseku sa kontinualno zavarenim šinama. Razmatrani su uticaji gornjeg stroja mosta kao i krutosti oslonaca mosta na pomenutu interakciju. Takođe, razmatrani su tehnički zahtevi za sisteme šinskih pričvršćenja i podužni otpor koloseka na mostu. Predstavljene su UIC (Međunarodna železnička unija) preporuke za projektovanje železničkih mostova. Cilj rada je stvaranje osnove za unapređenje postojeće tehničke regulative u oblasti železničke infrastrukture i njena harmonizacija sa EU regulativom.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - UIC recommendations for design of railway bridges
T1  - UIC preporuke za projektovanje železničkih mostova
EP  - 254
IS  - 7-10
SP  - 247
UR  - https://hdl.handle.net/21.15107/rcub_grafar_831
ER  - 

@article{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka and Mićić, Milica",
year = "2017",
abstract = "This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of track and bridge superstructure, as well as bridge support stiffness on the mentioned interaction were considered. In addition, performance requirements for rail fastening systems and longitudinal track restraint on bridge were considered. UIC (International Union of Railways) recommendations for design of railway bridges were presented. The aim of this paper is providing the basis for improvement of the existing technical regulations in the field of railway infrastructure, as well as its harmonisation with EU regulations., Ovaj rad razmatra osnovne principe interakcije kolosek/most. Analizirani su uticaji različitih konstrukcija mostova na dilatacionu dužinu mosta kako bi se izbegla dilataciona sprava u koloseku sa kontinualno zavarenim šinama. Razmatrani su uticaji gornjeg stroja mosta kao i krutosti oslonaca mosta na pomenutu interakciju. Takođe, razmatrani su tehnički zahtevi za sisteme šinskih pričvršćenja i podužni otpor koloseka na mostu. Predstavljene su UIC (Međunarodna železnička unija) preporuke za projektovanje železničkih mostova. Cilj rada je stvaranje osnove za unapređenje postojeće tehničke regulative u oblasti železničke infrastrukture i njena harmonizacija sa EU regulativom.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "UIC recommendations for design of railway bridges, UIC preporuke za projektovanje železničkih mostova",
pages = "254-247",
number = "7-10",
url = "https://hdl.handle.net/21.15107/rcub_grafar_831"
}

Mirković, N., Popović, Z., Lazarević, L.,& Mićić, M.. (2017). UIC recommendations for design of railway bridges. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd.(7-10), 247-254.
https://hdl.handle.net/21.15107/rcub_grafar_831

Mirković N, Popović Z, Lazarević L, Mićić M. UIC recommendations for design of railway bridges. in Izgradnja. 2017;(7-10):247-254.
https://hdl.handle.net/21.15107/rcub_grafar_831 .

Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, Mićić, Milica, "UIC recommendations for design of railway bridges" in Izgradnja, no. 7-10 (2017):247-254,
https://hdl.handle.net/21.15107/rcub_grafar_831 .

TY  - JOUR
AU  - Mićić, Milica
AU  - Popović, Zdenka
AU  - Lazarević, Luka
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/894
AB  - In order to realize interoperability of railway system, the reconstruction and modernization plan of railway network in the Republic of Serbia should be harmonized with technical requirements of European railway network. Performance requirements for fastening systems for concrete sleepers were analysed according to the adopted standard series SRPS EN 13481 and SRPS EN 13146. The aim of the paper is to introduce engineering public in Serbia with mentioned two standard series and to facilitate their practical implementation.
AB  - Program rekonstrukcije i modernizacije železničke mreže Republike Srbije treba uskladiti s tehničkim uslovima evropske železničke mreže, kako bi se realizovali zahtevi interoperabilnosti železnič kog sistema. Na osnovu usvojene serije standarda SRPS EN 13481 i SRPS EN 13146, analiziraju se tehnički uslovi za primenu sistema šinskih pričvršćenja za betonske pragove. Cilj rada jeste da se inženjerska javnost u Srbiji upozna s pomenutim serijama standarda i da se olakša njihova praktična primena.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Test methods and requirements for fastening systems for concrete sleepers
T1  - Metode ispitivanja i tehnički uslovi za sisteme šinskih pričvršćenja za betonske pragove
EP  - 47
IS  - 2
SP  - 33
VL  - 60
DO  - 10.5937/grmk1702033V
ER  - 

@article{
author = "Mićić, Milica and Popović, Zdenka and Lazarević, Luka",
year = "2017",
abstract = "In order to realize interoperability of railway system, the reconstruction and modernization plan of railway network in the Republic of Serbia should be harmonized with technical requirements of European railway network. Performance requirements for fastening systems for concrete sleepers were analysed according to the adopted standard series SRPS EN 13481 and SRPS EN 13146. The aim of the paper is to introduce engineering public in Serbia with mentioned two standard series and to facilitate their practical implementation., Program rekonstrukcije i modernizacije železničke mreže Republike Srbije treba uskladiti s tehničkim uslovima evropske železničke mreže, kako bi se realizovali zahtevi interoperabilnosti železnič kog sistema. Na osnovu usvojene serije standarda SRPS EN 13481 i SRPS EN 13146, analiziraju se tehnički uslovi za primenu sistema šinskih pričvršćenja za betonske pragove. Cilj rada jeste da se inženjerska javnost u Srbiji upozna s pomenutim serijama standarda i da se olakša njihova praktična primena.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Test methods and requirements for fastening systems for concrete sleepers, Metode ispitivanja i tehnički uslovi za sisteme šinskih pričvršćenja za betonske pragove",
pages = "47-33",
number = "2",
volume = "60",
doi = "10.5937/grmk1702033V"
}

Mićić, M., Popović, Z.,& Lazarević, L.. (2017). Test methods and requirements for fastening systems for concrete sleepers. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 60(2), 33-47.
https://doi.org/10.5937/grmk1702033V

Mićić M, Popović Z, Lazarević L. Test methods and requirements for fastening systems for concrete sleepers. in Građevinski materijali i konstrukcije. 2017;60(2):33-47.
doi:10.5937/grmk1702033V .

Mićić, Milica, Popović, Zdenka, Lazarević, Luka, "Test methods and requirements for fastening systems for concrete sleepers" in Građevinski materijali i konstrukcije, 60, no. 2 (2017):33-47,
https://doi.org/10.5937/grmk1702033V . .