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Detail publikačního výsledku
KALA, Z.; KALA, J.
Originální název
The Influence of Yield Strength Along the Cross Section of Rolled Beam on its Load-Carrying Capacity when Considering Lateral Buckling
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
In computation models, the yield strength is often introduced constant both along the beam length and its cross-section. The question arises to what extent this simplification is realistic when calculating the load-carrying capacity of a member. Several introduction variants of variable yield strength limit along cross-section by using the so-called random fields are demonstrated. In effort to take into consideration also the influences of all the other imperfections as exactly as possible, load-carrying capacity was determined by geometrically and physically non-linear solution using the program ANSYS. A beam with cross-section IPE 300 of relative slenderness ë=0.6 was solved for which a high yield strength influence on load-carrying capacity can be supposed.
Anglický abstrakt
Klíčová slova
Klíčová slova v angličtině
Autoři
Rok RIV
2011
Vydáno
07.06.2002
Nakladatel
Vienna University of Technology
Místo
Vienna
ISBN
3-9501554-0-6
Kniha
Fifth World Congress on Computational Mechanics
Strany od
1
Strany počet
8
BibTex
@inproceedings{BUT10663, author="Zdeněk {Kala} and Jiří {Kala}", title="The Influence of Yield Strength Along the Cross Section of Rolled Beam on its Load-Carrying Capacity when Considering Lateral Buckling", booktitle="Fifth World Congress on Computational Mechanics", year="2002", pages="8", publisher="Vienna University of Technology", address="Vienna", isbn="3-9501554-0-6" }