Detail publikačního výsledku

Reliability assessment of steel bridges based on experimental research

KALA, Z.; SEITL, S.; KREJSA, M.; OMISHORE, A.

Originální název

Reliability assessment of steel bridges based on experimental research

Anglický název

Reliability assessment of steel bridges based on experimental research

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

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.

Anglický abstrakt

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.

Klíčová slova

reliability, steel, bridge, fatigue, experiment

Klíčová slova v angličtině

reliability, steel, bridge, fatigue, experiment

Autoři

KALA, Z.; SEITL, S.; KREJSA, M.; OMISHORE, A.

Rok RIV

2020

Vydáno

24.07.2019

Nakladatel

American Institute of Physics Inc.

ISBN

978-0-7354-1854-7

Kniha

AIP Conference Proceedings

ISSN

0094-243X

Periodikum

AIP conference proceedings

Svazek

2116

Stát

Spojené státy americké

Strany od

120005

Strany do

120005-4

Strany počet

4

URL

https://aip.scitation.org/doi/abs/10.1063/1.5114107