Detail publikace

Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach

KALA, Z.

Originální název

Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluation of the load carrying capacity of a steel member is presented. The load carrying capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacity determined according to the LHS method based on real material and geometric characteristics and acc. to EC 3.

Klíčová slova

steel, fatigue, beam, random, stochastic, mechanics

Autoři

KALA, Z.

Rok RIV

2005

Vydáno

8. 6. 2005

Místo

Netherland, Maastricht

ISBN

3-86130-812-6

Kniha

Eurosteel

Strany od

41

Strany do

46

Strany počet

6

BibTex

@inproceedings{BUT20572,
  author="Zdeněk {Kala}",
  title="Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach",
  booktitle="Eurosteel",
  year="2005",
  pages="6",
  address="Netherland, Maastricht",
  isbn="3-86130-812-6"
}