Publication detail

Estimating probability of fatigue failure of steel structures.

KALA, Z.

Original Title

Estimating probability of fatigue failure of steel structures.

Type

journal article in Web of Science

Language

English

Original Abstract

The article deals with the analysis of failure probability of the effect of random factors influencing fatigue crack propagation in a steel element under bending moment. The theoretical model of fatigue crack progression is based on linear fracture mechanics. When determining the required degree of failure probability, it is possible to specify the time of the first inspection of the construction, which will focus on the fatigue damage. Using a conditional probability, subsequent inspection times are specified. The failure probability is examined using a fairly new sensitivity analysis subordinated to a contrast. The importance ranking of the input random variables to the failure probability is investigated. Fatigue properties of steel are taken from recent experimental research. Numerical results are obtained using the Monte Carlo simulation.

Keywords

Fracture mechanics, fatigue, probability, sensitivity analysis, stochastic, random, sampling.

Authors

KALA, Z.

Released

2. 12. 2019

ISBN

1406-2283

Periodical

Acta et Commentationes Universitatis Tartuensis de Mathematica

Year of study

2019

Number

23

State

Republic of Estonia

Pages from

245

Pages to

254

Pages count

10

URL

BibTex

@article{BUT162332,
  author="Zdeněk {Kala}",
  title="Estimating probability of fatigue failure of steel structures.",
  journal="Acta et Commentationes Universitatis Tartuensis de Mathematica",
  year="2019",
  volume="2019",
  number="23",
  pages="245--254",
  doi="10.12697/ACUTM.2019.23.21",
  issn="1406-2283",
  url="https://acutm.math.ut.ee"
}