Reliability assessment of steel bridges based on experimental research

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242901" target="_blank" >RIV/61989100:27120/19:10242901 - isvavai.cz</a>
Alternative codes found
RIV/00216305:26110/19:PU131735
Result on the web
<a href="https://aip.scitation.org/doi/abs/10.1063/1.5114107" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/1.5114107</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.5114107" target="_blank" >10.1063/1.5114107</a>

Result language
angličtina
Original language name
Reliability assessment of steel bridges based on experimental research
Original language description
The paper deals with time dependent probability analysis of the failure of a steel bridge. The theoretical model of fatigue crack propagation is based on linear fracture mechanics. The statistical Monte Carlo method is applied to the analysis of failure probability. The results of probability analysis are elaborated applying the calibration curves processed, based on experimental research. Some aspects of the random sampling methods are discussed.
Czech name
—
Czech description
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Project
<a href="/en/project/GA17-01589S" target="_blank" >GA17-01589S: Advanced computational and probabilistic modelling of steel structures taking account fatigue damage</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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