TY  - JOUR
AU  - Mirković, Nikola
AU  - Nefovska-Danilović, Marija
AU  - Ahac, Maja
AU  - Lakušić, Stjepan
AU  - Mirković, Uroš
AU  - Zafirovski, Zlatko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3162
AB  - Additional temperature stresses in continuously welded rails (CWRs) are caused by track/bridge interaction (TBI) due to thermal actions. Exceeding permissible stresses in CWRs on the bridge can lead to track buckling or rail cracking, compromising the safety of railway traffic. The main aim of the conducted study is to determine the effects of the key parameters such as rail cross-sectional area, track longitudinal resistance, bridge expansion length, and longitudinal stiffness of the fixed bridge support on the reduction of additional temperature stresses in CWRs on steel truss railway bridges. To quantify the effects of these parameters, two steel railway bridges with CWRs and the maximum expansion lengths according to UIC Code 774-3 were analyzed: (1) simply supported truss bridge with expansion length of 60 m and (2) continuous truss bridge with expansion lengths of 2 × 60 m. According to the obtained results, the track longitudinal resistance had the most significant impact on additional temperature stresses in CWRs, leading to their reduction of up to 72%. The bridge expansion length and the rail cross-sectional area led to reductions of up to 25% and up to 18%, respectively. Considering the deformation criteria of TBI, the longitudinal stiffness of the fixed bridge support had a minor effect on the reduction of additional temperature stresses in CWRs.
PB  - MDPI (Basel, Switzerland)
T2  - Buildings
T1  - Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
IS  - 9: 2296
VL  - 13
DO  - 10.3390/buildings13092296
ER  - 

@article{
author = "Mirković, Nikola and Nefovska-Danilović, Marija and Ahac, Maja and Lakušić, Stjepan and Mirković, Uroš and Zafirovski, Zlatko",
year = "2023",
abstract = "Additional temperature stresses in continuously welded rails (CWRs) are caused by track/bridge interaction (TBI) due to thermal actions. Exceeding permissible stresses in CWRs on the bridge can lead to track buckling or rail cracking, compromising the safety of railway traffic. The main aim of the conducted study is to determine the effects of the key parameters such as rail cross-sectional area, track longitudinal resistance, bridge expansion length, and longitudinal stiffness of the fixed bridge support on the reduction of additional temperature stresses in CWRs on steel truss railway bridges. To quantify the effects of these parameters, two steel railway bridges with CWRs and the maximum expansion lengths according to UIC Code 774-3 were analyzed: (1) simply supported truss bridge with expansion length of 60 m and (2) continuous truss bridge with expansion lengths of 2 × 60 m. According to the obtained results, the track longitudinal resistance had the most significant impact on additional temperature stresses in CWRs, leading to their reduction of up to 72%. The bridge expansion length and the rail cross-sectional area led to reductions of up to 25% and up to 18%, respectively. Considering the deformation criteria of TBI, the longitudinal stiffness of the fixed bridge support had a minor effect on the reduction of additional temperature stresses in CWRs.",
publisher = "MDPI (Basel, Switzerland)",
journal = "Buildings",
title = "Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges",
number = "9: 2296",
volume = "13",
doi = "10.3390/buildings13092296"
}

Mirković, N., Nefovska-Danilović, M., Ahac, M., Lakušić, S., Mirković, U.,& Zafirovski, Z.. (2023). Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges. in Buildings
MDPI (Basel, Switzerland)., 13(9: 2296).
https://doi.org/10.3390/buildings13092296

Mirković N, Nefovska-Danilović M, Ahac M, Lakušić S, Mirković U, Zafirovski Z. Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges. in Buildings. 2023;13(9: 2296).
doi:10.3390/buildings13092296 .

Mirković, Nikola, Nefovska-Danilović, Marija, Ahac, Maja, Lakušić, Stjepan, Mirković, Uroš, Zafirovski, Zlatko, "Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges" in Buildings, 13, no. 9: 2296 (2023),
https://doi.org/10.3390/buildings13092296 . .

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  - 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  - CONF
AU  - Mirković, Uroš
AU  - Ivanović, Jovana
AU  - Pavić, Maja
AU  - Radovanović, Slobodan
AU  - Mirković, Nikola
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2790
AB  - In this research paper, measurement data of air and water temperatures and 
water levels for "Bileca" reservoir for a period between 1967. and 2017. are presented. 
Based on the averaged measurement data values, an analytical expressions for amplitude 
of periodic temperature variation of "Bileca" reservoir are derived and an average annual 
temperature, as a function of the observed depth, is obtained, based on Bofang model. The 
obtained results allow thermal stress analysis, which represents an important factor for 
stability and safety monitoring of dams.
PB  - Građevinski fakultet Subotica
C3  - Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019
T1  - A method of determining parameters of Bofang model on the example of "Bileca" reservoir
EP  - 705
SP  - 695
DO  - 10.14415/konferencijaGFS2019.064
ER  - 

@conference{
author = "Mirković, Uroš and Ivanović, Jovana and Pavić, Maja and Radovanović, Slobodan and Mirković, Nikola and Gospavić, Radovan and Todorović, Goran",
year = "2019",
abstract = "In this research paper, measurement data of air and water temperatures and 
water levels for "Bileca" reservoir for a period between 1967. and 2017. are presented. 
Based on the averaged measurement data values, an analytical expressions for amplitude 
of periodic temperature variation of "Bileca" reservoir are derived and an average annual 
temperature, as a function of the observed depth, is obtained, based on Bofang model. The 
obtained results allow thermal stress analysis, which represents an important factor for 
stability and safety monitoring of dams.",
publisher = "Građevinski fakultet Subotica",
journal = "Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019",
title = "A method of determining parameters of Bofang model on the example of "Bileca" reservoir",
pages = "705-695",
doi = "10.14415/konferencijaGFS2019.064"
}

Mirković, U., Ivanović, J., Pavić, M., Radovanović, S., Mirković, N., Gospavić, R.,& Todorović, G.. (2019). A method of determining parameters of Bofang model on the example of "Bileca" reservoir. in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019
Građevinski fakultet Subotica., 695-705.
https://doi.org/10.14415/konferencijaGFS2019.064

Mirković U, Ivanović J, Pavić M, Radovanović S, Mirković N, Gospavić R, Todorović G. A method of determining parameters of Bofang model on the example of "Bileca" reservoir. in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019. 2019;:695-705.
doi:10.14415/konferencijaGFS2019.064 .

Mirković, Uroš, Ivanović, Jovana, Pavić, Maja, Radovanović, Slobodan, Mirković, Nikola, Gospavić, Radovan, Todorović, Goran, "A method of determining parameters of Bofang model on the example of "Bileca" reservoir" in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019 (2019):695-705,
https://doi.org/10.14415/konferencijaGFS2019.064 . .

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  - 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  - CONF
AU  - Mirković, Uroš B.
AU  - Radovanović, Slobodan
AU  - Divac, Ljubo
AU  - Mirković, Nikola
AU  - Obradović, Nikola
AU  - Popović, Zdenka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/933
AB  - The subject of this paper is a comparative analysis of the alternative solutions for the construction of the supply tunnel section of HPP "Dabar" from km 4 + 272.54 to km 12 + 125.0 with the application of TBM technology, milling machines technology and combinations of TBM technology and milling machines. Hydraulic tunnel of the HPP "Dabar" is a tunnel under the pressure with a length of 12125.0 m, which will conduct water from the reservoir Nevesinje to the machine building of the hydropower plant "Dabar" in Dabarsko polje (Republic of Srpska, Bosnia and Herzegovina). Four different construction alternatives of the mentioned tunnel section were analysed: use of milling machines, use of Gripper TBM, use of Double Shield TBM, a combination of Gripper TBM and milling machines.
PB  - Springer Verlag
C3  - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
T1  - Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"
EP  - 1064
SP  - 1055
VL  - 692
DO  - 10.1007/978-3-319-70987-1_114
ER  - 

@conference{
author = "Mirković, Uroš B. and Radovanović, Slobodan and Divac, Ljubo and Mirković, Nikola and Obradović, Nikola and Popović, Zdenka",
year = "2018",
abstract = "The subject of this paper is a comparative analysis of the alternative solutions for the construction of the supply tunnel section of HPP "Dabar" from km 4 + 272.54 to km 12 + 125.0 with the application of TBM technology, milling machines technology and combinations of TBM technology and milling machines. Hydraulic tunnel of the HPP "Dabar" is a tunnel under the pressure with a length of 12125.0 m, which will conduct water from the reservoir Nevesinje to the machine building of the hydropower plant "Dabar" in Dabarsko polje (Republic of Srpska, Bosnia and Herzegovina). Four different construction alternatives of the mentioned tunnel section were analysed: use of milling machines, use of Gripper TBM, use of Double Shield TBM, a combination of Gripper TBM and milling machines.",
publisher = "Springer Verlag",
journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra",
title = "Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"",
pages = "1064-1055",
volume = "692",
doi = "10.1007/978-3-319-70987-1_114"
}

Mirković, U. B., Radovanović, S., Divac, L., Mirković, N., Obradović, N.,& Popović, Z.. (2018). Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar". in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
Springer Verlag., 692, 1055-1064.
https://doi.org/10.1007/978-3-319-70987-1_114

Mirković UB, Radovanović S, Divac L, Mirković N, Obradović N, Popović Z. Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar". in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:1055-1064.
doi:10.1007/978-3-319-70987-1_114 .

Mirković, Uroš B., Radovanović, Slobodan, Divac, Ljubo, Mirković, Nikola, Obradović, Nikola, Popović, Zdenka, "Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):1055-1064,
https://doi.org/10.1007/978-3-319-70987-1_114 . .

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  - JOUR
AU  - Jevtić, Dragica
AU  - Mirković, Nikola
AU  - Mirković, Uroš B.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1111
T2  - Građevinski kalendar
T1  - Upotreba 3D štampača i savremenih materijala u građevinarstvu
EP  - 181
IS  - I-XX
SP  - 141
VL  - 50
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1111
ER  - 

@article{
author = "Jevtić, Dragica and Mirković, Nikola and Mirković, Uroš B.",
year = "2018",
journal = "Građevinski kalendar",
title = "Upotreba 3D štampača i savremenih materijala u građevinarstvu",
pages = "181-141",
number = "I-XX",
volume = "50",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1111"
}

Jevtić, D., Mirković, N.,& Mirković, U. B.. (2018). Upotreba 3D štampača i savremenih materijala u građevinarstvu. in Građevinski kalendar, 50(I-XX), 141-181.
https://hdl.handle.net/21.15107/rcub_grafar_1111

Jevtić D, Mirković N, Mirković UB. Upotreba 3D štampača i savremenih materijala u građevinarstvu. in Građevinski kalendar. 2018;50(I-XX):141-181.
https://hdl.handle.net/21.15107/rcub_grafar_1111 .

Jevtić, Dragica, Mirković, Nikola, Mirković, Uroš B., "Upotreba 3D štampača i savremenih materijala u građevinarstvu" in Građevinski kalendar, 50, no. I-XX (2018):141-181,
https://hdl.handle.net/21.15107/rcub_grafar_1111 .

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  - 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  - Petojević, Zorana
AU  - Mitković, Predrag
AU  - Mirković, Nikola
AU  - Milovanović, Jovana
AU  - Ninić, Bojana
AU  - Mirković, Milica
AU  - Šumarac, Dragoslav
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1531
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
T1  - Estimation of temperature transfer function in facade wall heat transport
T1  - Određivanje transfer funkcije temperature pri prolasku toplote kroz fasadni zid
EP  - 748
SP  - 739
VL  - 33
DO  - 10.14415/konferencijaGFS2017.078
ER  - 

@conference{
author = "Petojević, Zorana and Mitković, Predrag and Mirković, Nikola and Milovanović, Jovana and Ninić, Bojana and Mirković, Milica and Šumarac, Dragoslav and Gospavić, Radovan and Todorović, Goran",
year = "2017",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017",
title = "Estimation of temperature transfer function in facade wall heat transport, Određivanje transfer funkcije temperature pri prolasku toplote kroz fasadni zid",
pages = "748-739",
volume = "33",
doi = "10.14415/konferencijaGFS2017.078"
}

Petojević, Z., Mitković, P., Mirković, N., Milovanović, J., Ninić, B., Mirković, M., Šumarac, D., Gospavić, R.,& Todorović, G.. (2017). Estimation of temperature transfer function in facade wall heat transport. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
Građevinski fakultet, Subotica., 33, 739-748.
https://doi.org/10.14415/konferencijaGFS2017.078

Petojević Z, Mitković P, Mirković N, Milovanović J, Ninić B, Mirković M, Šumarac D, Gospavić R, Todorović G. Estimation of temperature transfer function in facade wall heat transport. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017. 2017;33:739-748.
doi:10.14415/konferencijaGFS2017.078 .

Petojević, Zorana, Mitković, Predrag, Mirković, Nikola, Milovanović, Jovana, Ninić, Bojana, Mirković, Milica, Šumarac, Dragoslav, Gospavić, Radovan, Todorović, Goran, "Estimation of temperature transfer function in facade wall heat transport" in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33 (2017):739-748,
https://doi.org/10.14415/konferencijaGFS2017.078 . .

TY  - CONF
AU  - Mirković, Nikola
AU  - Mitković, Predrag
AU  - Ninić, Bojana
AU  - Milovanović, Jovana
AU  - Mirković, Milica
AU  - Petojević, Zorana
AU  - Šumarac, Dragoslav
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1519
AB  - In this paper, the results of numerical simulation of 2D non-stationary temperature fields in commonly used composite structural members made of steel and concrete in fire conditions were presented. Simulation is based on the model which includes temperature dependence of physical parameters of materials, specific heat and thermal conductivity. Analysis of composite structural members comprises determination of a heat flux field which additionally facilitates understanding of region and geometry ofheat flow, thus enhancing fire protection design. Initial temperature distribution is adopted as uniform, according to Eurocode. Fire conditions were according to ISO 834.The FEM computations for different protection scenario and protective materials for partially encased I section - are conducted in ABAQUS. Obtained results can be used in cost optimization of fire protection measures.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 5. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
T1  - Composite structural members in fire conditions and measures of protection
T1  - Spregnuti elementi u uslovima požara i mere zaštite
EP  - 139
SP  - 131
VL  - 33
DO  - 10.14415/konferencijaGFS2017.013
ER  - 

@conference{
author = "Mirković, Nikola and Mitković, Predrag and Ninić, Bojana and Milovanović, Jovana and Mirković, Milica and Petojević, Zorana and Šumarac, Dragoslav and Gospavić, Radovan and Todorović, Goran",
year = "2017",
abstract = "In this paper, the results of numerical simulation of 2D non-stationary temperature fields in commonly used composite structural members made of steel and concrete in fire conditions were presented. Simulation is based on the model which includes temperature dependence of physical parameters of materials, specific heat and thermal conductivity. Analysis of composite structural members comprises determination of a heat flux field which additionally facilitates understanding of region and geometry ofheat flow, thus enhancing fire protection design. Initial temperature distribution is adopted as uniform, according to Eurocode. Fire conditions were according to ISO 834.The FEM computations for different protection scenario and protective materials for partially encased I section - are conducted in ABAQUS. Obtained results can be used in cost optimization of fire protection measures.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 5. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2017",
title = "Composite structural members in fire conditions and measures of protection, Spregnuti elementi u uslovima požara i mere zaštite",
pages = "139-131",
volume = "33",
doi = "10.14415/konferencijaGFS2017.013"
}

Mirković, N., Mitković, P., Ninić, B., Milovanović, J., Mirković, M., Petojević, Z., Šumarac, D., Gospavić, R.,& Todorović, G.. (2017). Composite structural members in fire conditions and measures of protection. in Zbornik radova 5. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
Građevinski fakultet, Subotica., 33, 131-139.
https://doi.org/10.14415/konferencijaGFS2017.013

Mirković N, Mitković P, Ninić B, Milovanović J, Mirković M, Petojević Z, Šumarac D, Gospavić R, Todorović G. Composite structural members in fire conditions and measures of protection. in Zbornik radova 5. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2017. 2017;33:131-139.
doi:10.14415/konferencijaGFS2017.013 .

Mirković, Nikola, Mitković, Predrag, Ninić, Bojana, Milovanović, Jovana, Mirković, Milica, Petojević, Zorana, Šumarac, Dragoslav, Gospavić, Radovan, Todorović, Goran, "Composite structural members in fire conditions and measures of protection" in Zbornik radova 5. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33 (2017):131-139,
https://doi.org/10.14415/konferencijaGFS2017.013 . .

TY  - CONF
AU  - Obradović, Nikola
AU  - Mirković, Nikola
AU  - Divac, Ljubo
AU  - Mitković, Predrag
AU  - Mirković, Uroš B.
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1511
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
C3  - Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1
T1  - Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata
EP  - 498
SP  - 491
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1511
ER  - 

@conference{
author = "Obradović, Nikola and Mirković, Nikola and Divac, Ljubo and Mitković, Predrag and Mirković, Uroš B.",
year = "2017",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1",
title = "Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata",
pages = "498-491",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1511"
}

Obradović, N., Mirković, N., Divac, L., Mitković, P.,& Mirković, U. B.. (2017). Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata. in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 491-498.
https://hdl.handle.net/21.15107/rcub_grafar_1511

Obradović N, Mirković N, Divac L, Mitković P, Mirković UB. Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata. in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1. 2017;:491-498.
https://hdl.handle.net/21.15107/rcub_grafar_1511 .

Obradović, Nikola, Mirković, Nikola, Divac, Ljubo, Mitković, Predrag, Mirković, Uroš B., "Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata" in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1 (2017):491-498,
https://hdl.handle.net/21.15107/rcub_grafar_1511 .

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  - CONF
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Lazarević, Luka
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1580
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
C3  - Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1
T1  - Proračun dodatnih napona u koloseku na mostu
EP  - 156
SP  - 147
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1580
ER  - 

@conference{
author = "Mirković, Nikola and Popović, Zdenka and Mićić, Milica and Lazarević, Luka",
year = "2017",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1",
title = "Proračun dodatnih napona u koloseku na mostu",
pages = "156-147",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1580"
}

Mirković, N., Popović, Z., Mićić, M.,& Lazarević, L.. (2017). Proračun dodatnih napona u koloseku na mostu. in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 147-156.
https://hdl.handle.net/21.15107/rcub_grafar_1580

Mirković N, Popović Z, Mićić M, Lazarević L. Proračun dodatnih napona u koloseku na mostu. in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1. 2017;:147-156.
https://hdl.handle.net/21.15107/rcub_grafar_1580 .

Mirković, Nikola, Popović, Zdenka, Mićić, Milica, Lazarević, Luka, "Proračun dodatnih napona u koloseku na mostu" in Zbornik radova / Međunarodni simpozijum o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija [u okviru XXVII kongresa Društva za ispitivanje i istraživanje materijala i konstrukcija (DIMK) Srbije], Vršac, 1 (2017):147-156,
https://hdl.handle.net/21.15107/rcub_grafar_1580 .