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KALA, Z.; KALA, J.
Original Title
The Influence of Yield Strength Along the Cross Section of Rolled Beam on its Load-Carrying Capacity when Considering Lateral Buckling
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
Key words in English
Authors
RIV year
2011
Released
07.06.2002
Publisher
Vienna University of Technology
Location
Vienna
ISBN
3-9501554-0-6
Book
Fifth World Congress on Computational Mechanics
Pages from
1
Pages count
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" }