TY  - JOUR
AU  - Mićić, Milica
AU  - Brajović, Ljiljana
AU  - Lazarević, Luka
AU  - Popović, Zdenka
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2814
AB  - Rail inspection research is a substantive topic for the railway industry. Management of rolling contact fatigue rail defects is crucial for transport safety worldwide because uncontrolled development of these defects could cause railway accidents, including derailments. This paper presents the review of non-destructive inspection methods for surface and subsurface rolling contact fatigue defects, with particular emphasis on squat and head checking rail defects. Main types of standard and novel non-destructive inspection methods are presented and described from the aspect of basic characteristics, advantages and disadvantages for its practical application for rails in the track, and possible improvements of equipment and software. The presented review is based on the relevant international researches and review papers. In addition, a combination of inspection methods are presented, which can improve the reliability of defect detection.
PB  - Academic Press
T2  - Mechanical Systems and Signal Processing
T1  - Inspection of RCF rail defects – Review of NDT methods
VL  - 182
DO  - 10.1016/j.ymssp.2022.109568
ER  - 

@article{
author = "Mićić, Milica and Brajović, Ljiljana and Lazarević, Luka and Popović, Zdenka",
year = "2023",
abstract = "Rail inspection research is a substantive topic for the railway industry. Management of rolling contact fatigue rail defects is crucial for transport safety worldwide because uncontrolled development of these defects could cause railway accidents, including derailments. This paper presents the review of non-destructive inspection methods for surface and subsurface rolling contact fatigue defects, with particular emphasis on squat and head checking rail defects. Main types of standard and novel non-destructive inspection methods are presented and described from the aspect of basic characteristics, advantages and disadvantages for its practical application for rails in the track, and possible improvements of equipment and software. The presented review is based on the relevant international researches and review papers. In addition, a combination of inspection methods are presented, which can improve the reliability of defect detection.",
publisher = "Academic Press",
journal = "Mechanical Systems and Signal Processing",
title = "Inspection of RCF rail defects – Review of NDT methods",
volume = "182",
doi = "10.1016/j.ymssp.2022.109568"
}

Mićić, M., Brajović, L., Lazarević, L.,& Popović, Z.. (2023). Inspection of RCF rail defects – Review of NDT methods. in Mechanical Systems and Signal Processing
Academic Press., 182.
https://doi.org/10.1016/j.ymssp.2022.109568

Mićić M, Brajović L, Lazarević L, Popović Z. Inspection of RCF rail defects – Review of NDT methods. in Mechanical Systems and Signal Processing. 2023;182.
doi:10.1016/j.ymssp.2022.109568 .

Mićić, Milica, Brajović, Ljiljana, Lazarević, Luka, Popović, Zdenka, "Inspection of RCF rail defects – Review of NDT methods" in Mechanical Systems and Signal Processing, 182 (2023),
https://doi.org/10.1016/j.ymssp.2022.109568 . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
AU  - Brajović, Ljiljana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2815
AB  - The paper presents a brief review of the rail defect coding systems, which were recommended by the International Union of Railways during the period from 1959 to today. The recommended classification and numbering of RCF rail defects, defined in the document IRS 70712 from 2018, were critically analysed. In addition, harmonisation of European standards and IRS 70712 was found necessary by the authors. The paper points out that appropriate attention was paid neither to the combination of several types of RCF rail defects nor to the occurrence of these defects in the sensitive track zones such as switches, crossings, expansion joints, and insulated rail joints. Authors propose that Infrastructure Managers should supplement the Handbook of rail defects with RCF defects that occur on the railway network under their control. Moreover, the authors present the experience regarding RCF defects on the Serbian railway network.
PB  - Elsevier B.V.
T2  - Transportation Research Procedia
T1  - Critical analysis of RCF rail defects classification
VL  - 63
DO  - 10.1016/j.trpro.2022.06.294
ER  - 

@article{
author = "Popović, Zdenka and Lazarević, Luka and Mićić, Milica and Brajović, Ljiljana",
year = "2022",
abstract = "The paper presents a brief review of the rail defect coding systems, which were recommended by the International Union of Railways during the period from 1959 to today. The recommended classification and numbering of RCF rail defects, defined in the document IRS 70712 from 2018, were critically analysed. In addition, harmonisation of European standards and IRS 70712 was found necessary by the authors. The paper points out that appropriate attention was paid neither to the combination of several types of RCF rail defects nor to the occurrence of these defects in the sensitive track zones such as switches, crossings, expansion joints, and insulated rail joints. Authors propose that Infrastructure Managers should supplement the Handbook of rail defects with RCF defects that occur on the railway network under their control. Moreover, the authors present the experience regarding RCF defects on the Serbian railway network.",
publisher = "Elsevier B.V.",
journal = "Transportation Research Procedia",
title = "Critical analysis of RCF rail defects classification",
volume = "63",
doi = "10.1016/j.trpro.2022.06.294"
}

Popović, Z., Lazarević, L., Mićić, M.,& Brajović, L.. (2022). Critical analysis of RCF rail defects classification. in Transportation Research Procedia
Elsevier B.V.., 63.
https://doi.org/10.1016/j.trpro.2022.06.294

Popović Z, Lazarević L, Mićić M, Brajović L. Critical analysis of RCF rail defects classification. in Transportation Research Procedia. 2022;63.
doi:10.1016/j.trpro.2022.06.294 .

Popović, Zdenka, Lazarević, Luka, Mićić, Milica, Brajović, Ljiljana, "Critical analysis of RCF rail defects classification" in Transportation Research Procedia, 63 (2022),
https://doi.org/10.1016/j.trpro.2022.06.294 . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Lazarević, Luka
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2813
AB  - Najčešći tipovi šinskih defekata na savremenim železničkim prugama nastaju usled zamora šinskog čelika pri kotrljanju točkova železničkih vozila. Jedan od načina da se uspori njihov razvoj je primena novih tipova šinskog čelika povećane tvrdoće u krivinama većih radijusa i drugim karakterističnim deonicama koloseka. Srpski standard SRPS EN 13674–1:2017 – Primene na železnici – Kolosek – Šine – Deo 1: Vinjolove šine mase 46 kg/m i većih masa po dužnom metru, obuhvata devet vrsta perlitnog šinskog čelika tvrdoće od 200 do 440 HBW. Upravljači infrastrukture sve češće primenjuju tvrdoće šinskih čelika ≥ 350 HBW u cilju produženja životnog veka šina u koloseku. U radu su prikazane UIC preporuke u vezi primene kvaliteta šinskog čelika zasnovane na rezultatima najnovijih istraživanja i iskustava iz prakse, kao i preporuke za reprofilisanje glave voznih šina.
PB  - Савез инжењера и техничара Србије
T2  - Tehnika – Naše građevinarstvo
T1  - Tehnički zahtevi za izbor kvaliteta šinskog čelika
VL  - 76
DO  - 10.5937/tehnika2202165P
ER  - 

@article{
author = "Popović, Zdenka and Mićić, Milica and Lazarević, Luka",
year = "2022",
abstract = "Najčešći tipovi šinskih defekata na savremenim železničkim prugama nastaju usled zamora šinskog čelika pri kotrljanju točkova železničkih vozila. Jedan od načina da se uspori njihov razvoj je primena novih tipova šinskog čelika povećane tvrdoće u krivinama većih radijusa i drugim karakterističnim deonicama koloseka. Srpski standard SRPS EN 13674–1:2017 – Primene na železnici – Kolosek – Šine – Deo 1: Vinjolove šine mase 46 kg/m i većih masa po dužnom metru, obuhvata devet vrsta perlitnog šinskog čelika tvrdoće od 200 do 440 HBW. Upravljači infrastrukture sve češće primenjuju tvrdoće šinskih čelika ≥ 350 HBW u cilju produženja životnog veka šina u koloseku. U radu su prikazane UIC preporuke u vezi primene kvaliteta šinskog čelika zasnovane na rezultatima najnovijih istraživanja i iskustava iz prakse, kao i preporuke za reprofilisanje glave voznih šina.",
publisher = "Савез инжењера и техничара Србије",
journal = "Tehnika – Naše građevinarstvo",
title = "Tehnički zahtevi za izbor kvaliteta šinskog čelika",
volume = "76",
doi = "10.5937/tehnika2202165P"
}

Popović, Z., Mićić, M.,& Lazarević, L.. (2022). Tehnički zahtevi za izbor kvaliteta šinskog čelika. in Tehnika – Naše građevinarstvo
Савез инжењера и техничара Србије., 76.
https://doi.org/10.5937/tehnika2202165P

Popović Z, Mićić M, Lazarević L. Tehnički zahtevi za izbor kvaliteta šinskog čelika. in Tehnika – Naše građevinarstvo. 2022;76.
doi:10.5937/tehnika2202165P .

Popović, Zdenka, Mićić, Milica, Lazarević, Luka, "Tehnički zahtevi za izbor kvaliteta šinskog čelika" in Tehnika – Naše građevinarstvo, 76 (2022),
https://doi.org/10.5937/tehnika2202165P . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Lazarević, Luka
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2812
AB  - The condition of the rails affects the comfort and safety of railway transport. Managing the rail life cycle on modern railway networks has been playing an increasingly important role. Inspection, preventive and corrective maintenance of rails are significant activities in the integral maintenance of the railway superstructure and substructure. The competitiveness of railway transport on the traffic market requires the realization of maintenance activities in short periods of line closure. The paper presents guidelines for rail reprofiling based on the experiences of railway Infrastructure Managers and the recommendations of European technical regulations. The need for grinding new rails after laying the track was pointed out. The advantage of preventive over corrective reprofiling is emphasized. Different types of target profiles of the reprofiled railhead are presented. This paper aims to improve the knowledge of experts in the field of railway infrastructure maintenance.
PB  - Elsevier B.V.
T2  - Transportation Research Procedia
T1  - Guidelines for rail reprofiling
VL  - 63
DO  - 10.1016/j.trpro.2022.06.295
ER  - 

@article{
author = "Popović, Zdenka and Mićić, Milica and Lazarević, Luka",
year = "2022",
abstract = "The condition of the rails affects the comfort and safety of railway transport. Managing the rail life cycle on modern railway networks has been playing an increasingly important role. Inspection, preventive and corrective maintenance of rails are significant activities in the integral maintenance of the railway superstructure and substructure. The competitiveness of railway transport on the traffic market requires the realization of maintenance activities in short periods of line closure. The paper presents guidelines for rail reprofiling based on the experiences of railway Infrastructure Managers and the recommendations of European technical regulations. The need for grinding new rails after laying the track was pointed out. The advantage of preventive over corrective reprofiling is emphasized. Different types of target profiles of the reprofiled railhead are presented. This paper aims to improve the knowledge of experts in the field of railway infrastructure maintenance.",
publisher = "Elsevier B.V.",
journal = "Transportation Research Procedia",
title = "Guidelines for rail reprofiling",
volume = "63",
doi = "10.1016/j.trpro.2022.06.295"
}

Popović, Z., Mićić, M.,& Lazarević, L.. (2022). Guidelines for rail reprofiling. in Transportation Research Procedia
Elsevier B.V.., 63.
https://doi.org/10.1016/j.trpro.2022.06.295

Popović Z, Mićić M, Lazarević L. Guidelines for rail reprofiling. in Transportation Research Procedia. 2022;63.
doi:10.1016/j.trpro.2022.06.295 .

Popović, Zdenka, Mićić, Milica, Lazarević, Luka, "Guidelines for rail reprofiling" in Transportation Research Procedia, 63 (2022),
https://doi.org/10.1016/j.trpro.2022.06.295 . .

TY  - JOUR
AU  - Popović, Zdenka
AU  - Lazarević, Luka
AU  - Mićić, Milica
AU  - Brajović, Ljiljana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2469
AB  - Šinski defekti usled zamora čelika pri kotrljanju točkova dobili su značajno mesto u Priručniku za
šinske defekte (Handbook of Rail Defects) u okviru UIC Code 712 iz 2002. godine. U radu je prikazan sistem za kodiranje i klasifikaciju šinskih defekata prema UIC preporuci IRS 70712 iz 2018. godine. Prikazana klasifikacija još uvek ne obuhvata sve poznate defekte usled zamora šinskog čelika pri kotrljanju (npr. stud i belgrospi defekti). Preporučuje se da Upravljač infrastrukture dopuni Priručnik za šinske defekte tipovima defekata koje uočava na mreži kojom upravlja. Autori daju preporuku koje podatke treba da sadrži baza šinskih defekata, kako bi se pratio razvoj defekata, preduzete mere i njihova efikasnost i kako bi se omogućila razmena statističkih podataka o defektima na međunarodnom nivou.
PB  - Savez inženjera i tehničara Srbije
T2  - Tehnika
T1  - Kodiranje šinskih defekata prema IRS 70712
EP  - 564
IS  - 5
SP  - 557
VL  - 75
DO  - 10.5937/tehnika2105557P
ER  - 

@article{
author = "Popović, Zdenka and Lazarević, Luka and Mićić, Milica and Brajović, Ljiljana",
year = "2021",
abstract = "Šinski defekti usled zamora čelika pri kotrljanju točkova dobili su značajno mesto u Priručniku za
šinske defekte (Handbook of Rail Defects) u okviru UIC Code 712 iz 2002. godine. U radu je prikazan sistem za kodiranje i klasifikaciju šinskih defekata prema UIC preporuci IRS 70712 iz 2018. godine. Prikazana klasifikacija još uvek ne obuhvata sve poznate defekte usled zamora šinskog čelika pri kotrljanju (npr. stud i belgrospi defekti). Preporučuje se da Upravljač infrastrukture dopuni Priručnik za šinske defekte tipovima defekata koje uočava na mreži kojom upravlja. Autori daju preporuku koje podatke treba da sadrži baza šinskih defekata, kako bi se pratio razvoj defekata, preduzete mere i njihova efikasnost i kako bi se omogućila razmena statističkih podataka o defektima na međunarodnom nivou.",
publisher = "Savez inženjera i tehničara Srbije",
journal = "Tehnika",
title = "Kodiranje šinskih defekata prema IRS 70712",
pages = "564-557",
number = "5",
volume = "75",
doi = "10.5937/tehnika2105557P"
}

Popović, Z., Lazarević, L., Mićić, M.,& Brajović, L.. (2021). Kodiranje šinskih defekata prema IRS 70712. in Tehnika
Savez inženjera i tehničara Srbije., 75(5), 557-564.
https://doi.org/10.5937/tehnika2105557P

Popović Z, Lazarević L, Mićić M, Brajović L. Kodiranje šinskih defekata prema IRS 70712. in Tehnika. 2021;75(5):557-564.
doi:10.5937/tehnika2105557P .

Popović, Zdenka, Lazarević, Luka, Mićić, Milica, Brajović, Ljiljana, "Kodiranje šinskih defekata prema IRS 70712" in Tehnika, 75, no. 5 (2021):557-564,
https://doi.org/10.5937/tehnika2105557P . .

TY  - CONF
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Lazarević, Luka
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2603
AB  - U urbаnоm оkružеnju јаčа tеndеnciја zа primеnоm grаdskih šinskih sistеmа zа prеvоz putnikа, kојi svојim еkоlоškim pеrfоrmаnsаmа mоgu оdgоvоriti zаhtеvimа еvrоpskе trаnspоrtnе pоlitikе i znаtnо dоprinеti kvаlitеtu živоtnе srеdinе. U rаdu su prikаzаni stаndаrdni tipоvi kоnstrukciја kоlоsеkа grаdskih šinskih sistеmа kојi sе primеnjuјu u еvrоpskim grаdоvimа. Dеtаlјnо su оpisаni slеdеći tipоvi kоnstrukciје kоlоsеkа nа čvrstој pоdlоzi: (а) sistеmi sа kоntinuаlnim оslаnjаnjеm šinе sa betonskim gredama ili pločom izvedenim na licu mesta, (b) mоnоlitni sistеmi sа prefabrikovanim еlеmеntimа od prеthоdnо nаprеgnutog bеtоna i bеtоnskоm plоčоm izvеdеnоm nа licu mеstа i (c) sistеmi sа prefabrikovanim еlеmеntimа od prеthоdnо nаprеgnutog bеtоna.
PB  - Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH
C3  - VIII International Symposium New Horizons of Transport and Communications 2021
T1  - Superstructure Types for Urban Rail Systems
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2603
ER  - 

@conference{
author = "Popović, Zdenka and Mićić, Milica and Lazarević, Luka",
year = "2021",
abstract = "U urbаnоm оkružеnju јаčа tеndеnciја zа primеnоm grаdskih šinskih sistеmа zа prеvоz putnikа, kојi svојim еkоlоškim pеrfоrmаnsаmа mоgu оdgоvоriti zаhtеvimа еvrоpskе trаnspоrtnе pоlitikе i znаtnо dоprinеti kvаlitеtu živоtnе srеdinе. U rаdu su prikаzаni stаndаrdni tipоvi kоnstrukciја kоlоsеkа grаdskih šinskih sistеmа kојi sе primеnjuјu u еvrоpskim grаdоvimа. Dеtаlјnо su оpisаni slеdеći tipоvi kоnstrukciје kоlоsеkа nа čvrstој pоdlоzi: (а) sistеmi sа kоntinuаlnim оslаnjаnjеm šinе sa betonskim gredama ili pločom izvedenim na licu mesta, (b) mоnоlitni sistеmi sа prefabrikovanim еlеmеntimа od prеthоdnо nаprеgnutog bеtоna i bеtоnskоm plоčоm izvеdеnоm nа licu mеstа i (c) sistеmi sа prefabrikovanim еlеmеntimа od prеthоdnо nаprеgnutog bеtоna.",
publisher = "Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH",
journal = "VIII International Symposium New Horizons of Transport and Communications 2021",
title = "Superstructure Types for Urban Rail Systems",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2603"
}

Popović, Z., Mićić, M.,& Lazarević, L.. (2021). Superstructure Types for Urban Rail Systems. in VIII International Symposium New Horizons of Transport and Communications 2021
Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH..
https://hdl.handle.net/21.15107/rcub_grafar_2603

Popović Z, Mićić M, Lazarević L. Superstructure Types for Urban Rail Systems. in VIII International Symposium New Horizons of Transport and Communications 2021. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2603 .

Popović, Zdenka, Mićić, Milica, Lazarević, Luka, "Superstructure Types for Urban Rail Systems" in VIII International Symposium New Horizons of Transport and Communications 2021 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2603 .

TY  - CONF
AU  - Mićić, Milica
AU  - Lazarević, Luka
AU  - Popović, Zdenka
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2602
AB  - U rаdu је prеdstаvlјеn sаvrеmеni pristup uprаvlјаnju nеrаvninаmа mаlih tаlаsnih dužinа nа gоrnjој pоvrši glаvе vоznih šinа u kоlоsеku u оkvirimа оdrživоg rаzvоја žеlеzničkе infrаstrukturе, uz rаzmаtrаnjе kоmplеksnih i čеstо suprоtnih zаhtеvа kоrisnikа, žеlеznicе, privrеdе, živоtnе srеdinе, društvеnе zајеdnicе i bеzbеdnоsti trаnspоrtа. Ukаzаnо је nа izuzеtnо vаžаn uticај еlеktrifikаciје žеlеzničkе mrеžе nа оdrživоst žеlеzničkоg trаnspоrtа. Rаzmаtrаnо је uprаvlјаnjе rаzvојеm nеrаvninа mаlih tаlаsnih dužinа sа аspеkаtа primеnе lеtеćеg pеpеlа zа grаđеnjе dоnjеg strоја žеlеzničkе prugе, uticаја nа оkružеnjе, emisije buke i vibracija, kao i bеzbеdnоsti sаоbrаćаја. Istаknutа је vаžnоst uklаnjаnjа nеrаvninа nа glаvi šinе primеnоm brušеnjа, glоdаnjа i strugаnjа šinskоg čеlikа, аli ukаzаnо је i nа mоgući nеgаtivni uticај tеhnоlоgiје brušеnjа šinа nа оkоlinu.
PB  - Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH
C3  - VIII International Symposium New Horizons of Transport and Communications 2021
T1  - Management of Unevenness of the Rail Head – Aspect of Sustainable Development
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2602
ER  - 

@conference{
author = "Mićić, Milica and Lazarević, Luka and Popović, Zdenka",
year = "2021",
abstract = "U rаdu је prеdstаvlјеn sаvrеmеni pristup uprаvlјаnju nеrаvninаmа mаlih tаlаsnih dužinа nа gоrnjој pоvrši glаvе vоznih šinа u kоlоsеku u оkvirimа оdrživоg rаzvоја žеlеzničkе infrаstrukturе, uz rаzmаtrаnjе kоmplеksnih i čеstо suprоtnih zаhtеvа kоrisnikа, žеlеznicе, privrеdе, živоtnе srеdinе, društvеnе zајеdnicе i bеzbеdnоsti trаnspоrtа. Ukаzаnо је nа izuzеtnо vаžаn uticај еlеktrifikаciје žеlеzničkе mrеžе nа оdrživоst žеlеzničkоg trаnspоrtа. Rаzmаtrаnо је uprаvlјаnjе rаzvојеm nеrаvninа mаlih tаlаsnih dužinа sа аspеkаtа primеnе lеtеćеg pеpеlа zа grаđеnjе dоnjеg strоја žеlеzničkе prugе, uticаја nа оkružеnjе, emisije buke i vibracija, kao i bеzbеdnоsti sаоbrаćаја. Istаknutа је vаžnоst uklаnjаnjа nеrаvninа nа glаvi šinе primеnоm brušеnjа, glоdаnjа i strugаnjа šinskоg čеlikа, аli ukаzаnо је i nа mоgući nеgаtivni uticај tеhnоlоgiје brušеnjа šinа nа оkоlinu.",
publisher = "Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH",
journal = "VIII International Symposium New Horizons of Transport and Communications 2021",
title = "Management of Unevenness of the Rail Head – Aspect of Sustainable Development",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2602"
}

Mićić, M., Lazarević, L.,& Popović, Z.. (2021). Management of Unevenness of the Rail Head – Aspect of Sustainable Development. in VIII International Symposium New Horizons of Transport and Communications 2021
Faculty of Transport and Traffic Engineering Doboj, University of East Sarajevo, RS, BiH..
https://hdl.handle.net/21.15107/rcub_grafar_2602

Mićić M, Lazarević L, Popović Z. Management of Unevenness of the Rail Head – Aspect of Sustainable Development. in VIII International Symposium New Horizons of Transport and Communications 2021. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2602 .

Mićić, Milica, Lazarević, Luka, Popović, Zdenka, "Management of Unevenness of the Rail Head – Aspect of Sustainable Development" in VIII International Symposium New Horizons of Transport and Communications 2021 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2602 .

TY  - THES
AU  - Mićić, Milica
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2568
AB  - The subject of the research presented in the Dissertation is a short wave unevenness of the rail head surface in contact with the wheel of the railway vehicle. The research aim is developing a methodology for management of short wave unevenness (λ < 1 m) that occurs due to the contact fatigue of rail steel (RCF). The management of unevenness on the running surface of the rail head is considered within the framework of sustainable development of railway infrastructure, considering the requirements of users, railways, economy, environment, social community and transport safety.
The causes of appearance and development mechanism of the unevenness were considered, with particular reference to rail defects that directly threaten the safety of railway transport and adversely affect the environment, such as head checking, squat, belgrospi and different types of surface corrugations of the rail head. Guidelines for the development of the management strategy of RCF defects were considered. An overview of inspection methods for early detection of the mentioned defects was presented.
Dissertation investigated the hypothesis that the track stiffness influences the appearance and development of the short wave unevenness of the rail head surface. The research results of the influence of the railway superstructure and substructure on the track stiffness, as well as the methods for vertical stiffness measurement were presented. The uneven track stiffness along the track was analysed from the aspect of the structure and maintenance.
An experimental investigation of the influence of track stiffness on the occurrence and development of squat defects in Pančevo Varoš railway station was performed using the methods of general and detailed visual inspection of tracks, as well as electrometric and seismic methods on the test section. The analysis of the obtained measurement data proved the influence of the uneven track stiffness on the occurrence and development of squat defects. Guidelines for further research in this area were proposed.
PB  - University of Belgrade, Faculty of Civil Engineering
T1  - Management of short wave unevenness of the rail head surface
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2568
ER  - 

@phdthesis{
author = "Mićić, Milica",
year = "2021",
abstract = "The subject of the research presented in the Dissertation is a short wave unevenness of the rail head surface in contact with the wheel of the railway vehicle. The research aim is developing a methodology for management of short wave unevenness (λ < 1 m) that occurs due to the contact fatigue of rail steel (RCF). The management of unevenness on the running surface of the rail head is considered within the framework of sustainable development of railway infrastructure, considering the requirements of users, railways, economy, environment, social community and transport safety.
The causes of appearance and development mechanism of the unevenness were considered, with particular reference to rail defects that directly threaten the safety of railway transport and adversely affect the environment, such as head checking, squat, belgrospi and different types of surface corrugations of the rail head. Guidelines for the development of the management strategy of RCF defects were considered. An overview of inspection methods for early detection of the mentioned defects was presented.
Dissertation investigated the hypothesis that the track stiffness influences the appearance and development of the short wave unevenness of the rail head surface. The research results of the influence of the railway superstructure and substructure on the track stiffness, as well as the methods for vertical stiffness measurement were presented. The uneven track stiffness along the track was analysed from the aspect of the structure and maintenance.
An experimental investigation of the influence of track stiffness on the occurrence and development of squat defects in Pančevo Varoš railway station was performed using the methods of general and detailed visual inspection of tracks, as well as electrometric and seismic methods on the test section. The analysis of the obtained measurement data proved the influence of the uneven track stiffness on the occurrence and development of squat defects. Guidelines for further research in this area were proposed.",
publisher = "University of Belgrade, Faculty of Civil Engineering",
title = "Management of short wave unevenness of the rail head surface",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2568"
}

Mićić, M.. (2021). Management of short wave unevenness of the rail head surface. 
University of Belgrade, Faculty of Civil Engineering..
https://hdl.handle.net/21.15107/rcub_grafar_2568

Mićić M. Management of short wave unevenness of the rail head surface. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2568 .

Mićić, Milica, "Management of short wave unevenness of the rail head surface" (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2568 .

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  - 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  - 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  - 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  - 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 .

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  - CONF
AU  - Mirković, Nikola
AU  - Popović, Zdenka
AU  - Mićić, Milica
AU  - Lazarević, Luka
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1508
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  - Calculation of additional stresses in track on bridge
EP  - 156
SP  - 147
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1508
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 = "Calculation of additional stresses in track on bridge",
pages = "156-147",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1508"
}

Mirković, N., Popović, Z., Mićić, M.,& Lazarević, L.. (2017). Calculation of additional stresses in track on bridge. 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_1508

Mirković N, Popović Z, Mićić M, Lazarević L. Calculation of additional stresses in track on bridge. 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_1508 .

Mirković, Nikola, Popović, Zdenka, Mićić, Milica, Lazarević, Luka, "Calculation of additional stresses in track on bridge" 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_1508 .