Publication result detail

Reliability assessment of steel bridges based on experimental research

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

Original Title

Reliability assessment of steel bridges based on experimental research

English Title

Reliability assessment of steel bridges based on experimental research

Type

Paper in proceedings (conference paper)

Original Abstract

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.

English abstract

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.

Keywords

reliability, steel, bridge, fatigue, experiment

Key words in English

reliability, steel, bridge, fatigue, experiment

Authors

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

RIV year

2020

Released

24.07.2019

Publisher

American Institute of Physics Inc.

ISBN

978-0-7354-1854-7

Book

AIP Conference Proceedings

ISBN

0094-243X

Periodical

AIP conference proceedings

Volume

2116

State

United States of America

Pages from

120005

Pages to

120005-4

Pages count

4

URL

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