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Time-dependent reliability analysis of stainless steel members and bridges

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU150544" target="_blank" >RIV/00216305:26110/23:PU150544 - isvavai.cz</a>

  • Result on the web

    <a href="https://pubs.aip.org/aip/acp/article/2928/1/080016/2913218/Time-dependent-reliability-analysis-of-stainless" target="_blank" >https://pubs.aip.org/aip/acp/article/2928/1/080016/2913218/Time-dependent-reliability-analysis-of-stainless</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1063/5.0170955" target="_blank" >10.1063/5.0170955</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Time-dependent reliability analysis of stainless steel members and bridges

  • Original language description

    The article deals with the methodology of time-dependent reliability analysis. Reliability is quantified using a partial reliability index. The probabilistic assessment procedure is applicable to steel bridges with fatigue defects from cyclic loading. The case study shows that the fastest decline in the reliability of the load-bearing steel structure is observed at the beginning of the operating period. On the other hand, inspections aimed at identifying fatigue cracks and possible repairs to the load-bearing structure should be carried out, especially in the second half of the operation period of the bridge. This article discusses the use of stainless steel in connection with methods for verifying the reliability of steel structures. The use of stainless steel in the construction industry does not have a long tradition, therefore, fatigue degradation of reliability is not known from observations of real structures over the duration of the entire service life. The advantages of using modern materials are also discussed in the context of verified fatigue assessment procedures, which are based on validated design procedures developed for carbon steel load-bearing elements.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA20-00761S" target="_blank" >GA20-00761S: Influence of material properties of stainless steels on reliability of bridge structures</a><br>

  • Continuities

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

Others

  • Publication year

    2023

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM WMCAUS 2022

  • ISBN

  • ISSN

    0094-243X

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    „080016-1“-„080016-6“

  • Publisher name

    AIP Publishing

  • Place of publication

    neuveden

  • Event location

    Praha

  • Event date

    Sep 5, 2022

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article