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Detail publikačního výsledku
KALA, J.; MELCHER, J.; ŠKALOUD, M.; KALA, Z.
Originální název
Theoretical Investigation of steel palted girder resistance
Anglický název
Druh
Článek recenzovaný mimo WoS a Scopus
Originální abstrakt
In the paper, the results of sensitivity analysis of the influence of initial imperfections on the web stress state of a thin-walled girder are presented. The results of the study corroborate a very good and effective agreement of experiments with theory. Most input random quantities were found experimentally. The change of sensitivity coefficients in dependence on working load value is analysed. The stress was analysed by means of a geometrically and materially non-linear solution by applying the program ANSYS. This research study offers important background for theoretical studies of stability problems, post-critical effects and limit states of thin-walled steel structures.
Anglický abstrakt
Klíčová slova
Buckling, Fatigue, Imperfection, Steel, Sensitivity analysis
Klíčová slova v angličtině
Autoři
Rok RIV
2010
Vydáno
26.02.2009
Místo
Penang, Malajsie
ISSN
2070-3740
Periodikum
PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY
Svazek
38
Číslo
2
Stát
Francouzská republika
Strany od
765
Strany do
767
Strany počet
3
BibTex
@article{BUT47356, author="Jiří {Kala} and Jindřich {Melcher} and Miroslav {Škaloud} and Zdeněk {Kala}", title="Theoretical Investigation of steel palted girder resistance", journal="PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY", year="2009", volume="38", number="2", pages="765--767", issn="2070-3740" }