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INTERVAL VERSUS STOCHASTIC FINITE ELEMENT ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS

Academic Article
Publication Date:
2016
Short description:
INTERVAL VERSUS STOCHASTIC FINITE ELEMENT ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS / Romeo, E.; Sofi, Alba. - In: MECCANICA DEI MATERIALI E DELLE STRUTTURE. - ISSN 2035-679X. - VI:1(2016), pp. 139-146.
abstract:
In order to handle uncertainties, which unavoidably affect structural analysis,
traditionally the probability theory has been an essential cornerstone. Nevertheless, recently
criticism has arisen towards the effectiveness of building a Probability Density Function to
characterize the uncertain properties when experimental data are not sufficient to justify it. In
this context, the interval model has proved to be a useful tool to face the lack of knowledge
characterizing early stages of the design process. The aim of this paper is to compare
structural responses obtained by applying the interval and stochastic approaches to
incorporate uncertainties into finite element analysis.
Iris type:
1.1 Articolo in rivista
Keywords:
Finite Element Method, interval uncertainties, random uncertainties, improved
List of contributors:
Romeo, E.; Sofi, Alba
Authors of the University:
SOFI Alba
Handle:
https://iris.unirc.it/handle/20.500.12318/5744
Published in:
MECCANICA DEI MATERIALI E DELLE STRUTTURE
Journal
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