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Detail publikace
KALA, Zdeněk
Originální název
Fuzzy Sets Theory in Comparison with Stochastic Methods to Analyse Nonlinear Behaviour of a Steel Member under Compression
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
The load-carrying capacity of the member with imperfections under axial compression is analysed in the present paper. The study is divided into two parts: (i) in the first one, the input parameters are considered to be random numbers (with distribution of probability functions obtained from experimental results and/or tolerance standard), while (ii) in the other one, the input parameters are considered to be fuzzy numbers (with membership functions). The load-carrying capacity was calculated by geometrical nonlinear solution of a beam by means of the finite element method. In the case (ii), the membership function was determined by applying the fuzzy sets, whereas in the case (i), the distribution probability function of load-carrying capacity was determined. For (i) stochastic solution, the numerical simulation Monte Carlo method was applied, whereas for (ii) fuzzy solution, the method of the so-called alfa cuts was applied. The design load-carrying capacity was determined according to the EC3 and EN1990 standards. The results of the fuzzy, stochastic and deterministic analyses are compared in the concluding part of the paper.
Klíčová slova
fuzzy, stochastic, simulation, steel, beam
Autoři
Rok RIV
2005
Vydáno
1. 1. 2005
Nakladatel
LANA
Místo
Vilnius (Litva)
ISSN
1392-5113
Periodikum
Nonlinear Analysis - Modelling and Control
Ročník
10
Číslo
1
Stát
Litevská republika
Strany od
65
Strany do
75
Strany počet
BibTex
@article{BUT42495, author="Zdeněk {Kala}", title="Fuzzy Sets Theory in Comparison with Stochastic Methods to Analyse Nonlinear Behaviour of a Steel Member under Compression", journal="Nonlinear Analysis - Modelling and Control", year="2005", volume="10", number="1", pages="65--75", issn="1392-5113" }