prikaz prve stranice dokumenta Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
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Scientific paper - Original scientific paper
Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
Buildings, 13 (2023), 9; 2296. https://doi.org/10.3390/buildings13092296
Mirković, Nikola; Nefovska-Danilović, Marija; Ahac, Maja; Lakušić, Stjepan; Mirković, Uroš; Zafirovski, Zlatko

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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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. Buildings, 13. (9). doi: 10.3390/buildings13092296

Mirković, Nikola, et al. "Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges." Buildings, vol. 13, no. 9, 2023. https://doi.org/10.3390/buildings13092296

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

Mirković, N., et al. (2023) 'Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges', Buildings, 13(9). doi: 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. Buildings [Internet]. 2023 September 09 [cited 2024 September 07];13(9). doi: 10.3390/buildings13092296

N. Mirković, M. Nefovska Danilović, M. Ahac, S. Lakušić, U. Mirković and Z. Zafirovski, "Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges", Buildings, vol. 13, no. 9, September 2023. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:045362. [Accessed: 07 September 2024]

Metadata
Title (english)Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
AuthorNikola Mirković
AuthorMarija Nefovska-Danilović
AuthorMaja Ahac
AuthorStjepan Lakušić
AuthorUroš Mirković
AuthorZlatko Zafirovski
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
(Transportation Engineering)
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Transportation
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleBuildings
Numberingvol. 13, no. 9, 2296
p-ISSN2075-5309
DOIhttps://doi.org/10.3390/buildings13092296
URN:NBNurn:nbn:hr:237:045362
Publication2023-09-09
Document URLhttps://www.mdpi.com/2075-5309/13/9/2296
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-07-11 06:26:49