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Static and Fatigue Test on Real Steel Bridge Components Deteriorated by Corrosion

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00323586" target="_blank" >RIV/68407700:21110/19:00323586 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1007/s13296-018-0099-6" target="_blank" >https://doi.org/10.1007/s13296-018-0099-6</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/s13296-018-0099-6" target="_blank" >10.1007/s13296-018-0099-6</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Static and Fatigue Test on Real Steel Bridge Components Deteriorated by Corrosion

  • Original language description

    The combined effects of corrosion and fatigue have become a topic issue in recent times. Decades-old steel bridges that are still in service need to be reassessed. However, there is no relevant background information that can be used in assessment of this phenomenon. There are no recommendations for civil engineers how to take into account the corrosion weakening for the assessment of bearing capacity and fatigue strength of riveted members. For this reason the aim of the research presented in this paper was preparation and execution of laboratory tests on real bridge components that were deteriorated by corrosion. Two types of tests were performed to find out how corrosion weakening affects the statics and the fatigue strength of members. The evaluation of the tests indicates that the service life of members may be significantly reduced due to fatigue. In addition, the bearing capacity is reduced while, in particular, the local stress rises. All of this is strongly dependent on the level of corrosion and the surface irregularities. Our paper ends with recommendations on how the loss of material due to corrosion could be taken into account for an assessment of the load capacity and the residual lifetime of members.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/DG18P02OVV033" target="_blank" >DG18P02OVV033: The methods for achieving the sustainability of industrial heritage steel bridges</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2019

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    International Journal of Steel Structures

  • ISSN

    1598-2351

  • e-ISSN

    2093-6311

  • Volume of the periodical

    2019

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    KR - KOREA, REPUBLIC OF

  • Number of pages

    21

  • Pages from-to

    110-130

  • UT code for WoS article

    000457167300009

  • EID of the result in the Scopus database

    2-s2.0-85060724676