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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

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

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

  • 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