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VALEŠ, J.
Original Title
Sensitivity analysis of static resistance of slender beam under bending
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
Lateral-torsional buckling, resistance, slenderness, stress, imperfections, I-section beam, sensitivity
Key words in English
Authors
RIV year
2017
Released
15.06.2016
ISBN
978-0-7354-1392-4
Book
International Conference of Numerical Analysis and Applied Mathematics 2015 (ICNAA?M 2015)
0094-243X
Periodical
AIP conference proceedings
Volume
2016
Number
1738
State
United States of America
Pages from
1
Pages to
4
Pages count
BibTex
@inproceedings{BUT128573, author="Jan {Valeš}", title="Sensitivity analysis of static resistance of slender beam under bending", booktitle="International Conference of Numerical Analysis and Applied Mathematics 2015 (ICNAA?M 2015)", year="2016", journal="AIP conference proceedings", volume="2016", number="1738", pages="1--4", doi="10.1063/1.4952169", isbn="978-0-7354-1392-4", issn="0094-243X" }