Sensitivity analysis of static resistance of slender beam under bending

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU120454" target="_blank" >RIV/00216305:26110/16:PU120454 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1063/1.4952169" target="_blank" >http://dx.doi.org/10.1063/1.4952169</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.4952169" target="_blank" >10.1063/1.4952169</a>

Result language
angličtina
Original language name
Sensitivity analysis of static resistance of slender beam under bending
Original language description
The paper deals with statical and sensitivity analyses of resistance of simply supported I-beams under bending. The resistance was solved by geometrically nonlinear finite element method in the programme Ansys. The beams are modelled with initial geometrical imperfections following the first eigenmode of buckling. Imperfections were, together with geometrical characteristics of cross section, and material characteristics of steel, considered as random quantities. The method Latin Hypercube Sampling was applied to evaluate statistical and sensitivity resistance analyses.
Czech name
—
Czech description
—

Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
International Conference of Numerical Analysis and Applied Mathematics 2015 (ICNAA?M 2015)
ISBN
978-0-7354-1392-4
ISSN
0094-243X
e-ISSN
—
Number of pages
4
Pages from-to
1-4
Publisher name
Neuveden
Place of publication
Neuveden
Event location
Rhodes (Greece)
Event date
Sep 23, 2015
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000380803300393

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