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
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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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
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ISSN
0094-243X
e-ISSN
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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
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