Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F05%3APU56592" target="_blank" >RIV/00216305:26110/05:PU56592 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach
Original language description
This article 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 evaluationof 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 capacitty determined acc. to the LHS method based on real material and geometric characteristics and acc. to EC 3.
Czech name
Nelineární chování ocelového prutu s uvážením fuzzy a stochastických nejistot
Czech description
Článek se zabývá analýzou fuzzy a stochastickou nejistotou únosnosti ocelového prutu v závislosti na nejistotách vstupních materiálových a geometrických imperfekcí. Stochastická nejistota byla analyzována metodou LHS. Je provedono srovnání i s EUROCODE 3.

Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2005
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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