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HORÁČEK, M. MELCHER, J.
Original Title
Lateral Torsional Buckling of Thin-Walled Cold-Formed Steel Beams with Web Holes - Finite Element Analysis.
Type
conference paper
Language
English
Original Abstract
This paper deals with the problems of analysis and design of thin-walled steel beams with circular web holes. The analysis based on the finite element method modeling is being performed on the case of perforated Sigma beams used in the storage systems and expedient flooring structures. The Sigma beams are generally used as floor girders which are subjected to the bending. In some cases the beams are not laterally restraint and the effect of lateral torsional buckling may occur. In the current engineering practice several design procedures are used to determine the bending resistance with respect to lateral torsional buckling. In this paper the results of FEM analysis are compared with the bending resistances calculated according the Eurocode design procedure.
Keywords
Finite element method, Lateral torsional bucking, substitute cross-section, Web holes, Reduced thickness of web.
Authors
HORÁČEK, M.; MELCHER, J.
RIV year
2014
Released
20. 2. 2014
Publisher
Trans Tech Publication
Location
Zurich, Switzerland
ISBN
978-3-03785-949-0
Book
Applied Mechanics and Materials
Edition number
Volume 467
1660-9336
Periodical
Year of study
Number
467
State
Swiss Confederation
Pages from
425
Pages to
430
Pages count
6
BibTex
@inproceedings{BUT113732, author="Martin {Horáček} and Jindřich {Melcher}", title="Lateral Torsional Buckling of Thin-Walled Cold-Formed Steel Beams with Web Holes - Finite Element Analysis.", booktitle="Applied Mechanics and Materials", year="2014", journal="Applied Mechanics and Materials", volume="2014", number="467", pages="425--430", publisher="Trans Tech Publication", address="Zurich, Switzerland", doi="10.4028/www.scientific.net/AMM.467.425", isbn="978-3-03785-949-0", issn="1660-9336" }