Detail publikace

The effect of skewness and kurtosis on the probability evaluation of fatigue limit states

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

Originální název

The effect of skewness and kurtosis on the probability evaluation of fatigue limit states

Typ

článek v časopise ve Scopus, Jsc

Jazyk

angličtina

Originální abstrakt

The article presents the probabilistic analysis of the limit state function of the fatigue resistance of a steel bridge, which is numerically described as the total number of cycles to failure. An example of the evaluation of the histogram of the fatigue resistance of a steel member using the Latin Hypercube sampling method and linear fracture mechanics based on Paris-Erdogan’s law is presented. Probabilistic models of input variables for which the fatigue resistance has a typical log-normal probability density function are described. Differences between the stochastic analyses of one member with one edge crack and the entire steel bridge are discussed. Attention is paid in the limit state function to the effects of skewness and kurtosis of the fatigue resistance on the time-dependent failure probability.

Klíčová slova

Fatigue, steel, bridge, limit state, reliability, fracture mechanics, stochastic, Monte Carlo

Autoři

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

Vydáno

1. 10. 2017

ISSN

1998-4448

Periodikum

International Journal of Mechanics

Číslo

11

Stát

Spojené státy americké

Strany od

166

Strany do

175

Strany počet

10

URL

BibTex

@article{BUT140272,
  author="Zdeněk {Kala} and Abayomi {Omishore} and Stanislav {Seitl} and Martin {Krejsa} and Jiří {Kala}",
  title="The effect of skewness and kurtosis on the probability evaluation of fatigue limit states",
  journal="International Journal of Mechanics",
  year="2017",
  number="11",
  pages="166--175",
  issn="1998-4448",
  url="http://www.naun.org/main/NAUN/mechanics/2017/a482003-aag.pdf"
}