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KALA, Z.
Original Title
Fuzzy Probability Methods in Applications to Reliability Analysis of Eurocode Rules for Steel Structures Design
Type
journal article - other
Language
English
Original Abstract
The topic of the paper is the probabilistic analysis of the ultimate limit state of a steel strut loaded by permanent and long-time single variation action. The failure probability misalignment according to the EN1990 concept of a structure designed according to the EUROCODE 3 is analyzed here. In the stochastic model, material and geometrical characteristics of a hot-rolled steel cross-section are considered according to the experimental research results. The initial curvature shape and size variability of the beam axis is modelled, in detail, by applying the random fields. The functional dependence between the failure probability and the correlation length of a random field is analyzed here. The probabilistic analysis is completed by the fuzzy analysis of the influence of uncertainties on the failure probability. The fuzzification process of coefficients of model uncertainties and the deffuzification process of the fuzzy number of the output failure probability are described. The failure probability fuzzy analysis was evaluated according to the general extension principle, the failure probability having been solved by the Monte Carlo method.
Keywords
steel, failure, stochastic, correlation, fuzzy, standard,
Authors
RIV year
2007
Released
12. 7. 2007
Location
Brno
ISBN
1802-1484
Periodical
Engineering Mechanics
Year of study
14
Number
5
State
Czech Republic
Pages from
359
Pages to
370
Pages count
12
BibTex
@article{BUT44107, author="Zdeněk {Kala}", title="Fuzzy Probability Methods in Applications to Reliability Analysis of Eurocode Rules for Steel Structures Design", journal="Engineering Mechanics", year="2007", volume="14", number="5", pages="359--370", issn="1802-1484" }