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Publication detail
KALA, Zdeněk
Original Title
Comparison of Material Characteristics of Austrian and Czech Structural Steels
Type
journal article - other
Language
English
Original Abstract
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.
Keywords
steel, ductility, yield strength, tensile strength, structure
Authors
RIV year
2005
Released
1. 1. 2005
Publisher
LANA
Location
LT
ISBN
1392-5113
Periodical
Nonlinear Analysis - Modelling and Control
Year of study
10
Number
1
State
Republic of Lithuania
Pages from
65
Pages to
75
Pages count
BibTex
@article{BUT42497, author="Zdeněk {Kala} and Alfred {Strauss} and Jindřich {Melcher} and Drahomír {Novák} and Miroslav {Fajkus} and Lubomír {Rozlívka}", title="Comparison of Material Characteristics of Austrian and Czech Structural Steels", journal="Nonlinear Analysis - Modelling and Control", year="2005", volume="10", number="1", pages="65--75", issn="1392-5113" }