Long-term monitoring of steel railway bridge interaction with continuous welded rail
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218118" target="_blank" >RIV/68407700:21110/14:00218118 - isvavai.cz</a>
Result on the web
<a href="http://www.scopus.com/inward/record.url?eid=2-s2.0-84901288835&partnerID=40&md5=efb06ac788d671c814336954a12a1e51" target="_blank" >http://www.scopus.com/inward/record.url?eid=2-s2.0-84901288835&partnerID=40&md5=efb06ac788d671c814336954a12a1e51</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.jcsr.2014.04.009" target="_blank" >10.1016/j.jcsr.2014.04.009</a>
Alternative languages
Result language
angličtina
Original language name
Long-term monitoring of steel railway bridge interaction with continuous welded rail
Original language description
The continuous welded rail (CWR) is nowadays standardly used on almost all modern railway bridges. However, its placement results in an interaction between CWR and the structure, which brings not only longitudinal forces on the substructure, but also significant additional stresses in the rail. These stresses can result either in the rail break, or in a track buckling. Unfortunately, input parameters for performing a numerical analysis are hardly accessible and they vary significantly in different sources. Because of that, an extensive long-time monitoring of the rail-bridge interaction was performed on a bridge with an unusual combination of ballasted track, direct fastening and a barrier in the ballast. The paper presents the results of the monitoring and shows the analysis and evaluation of formulas, defining the fastening nonlinear stiffness of track to the bridge connection. The influence of the temperature on the ballast stiffness is also analysed.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Journal of Constructional Steel Research
ISSN
0143-974X
e-ISSN
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Volume of the periodical
99
Issue of the periodical within the volume
99
Country of publishing house
GB - UNITED KINGDOM
Number of pages
11
Pages from-to
176-186
UT code for WoS article
000337883500016
EID of the result in the Scopus database
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