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BALÁZS, I. PEŠEK, O. HORÁČEK, M. VILD, M.
Original Title
Numerical and experimental verification of column web in transverse compression
Type
journal article in Web of Science
Language
English
Original Abstract
This paper focuses on the problem of steel members of open double symmetrical cross-sections in transverse compression. First, the problem is introduced with examples of its application in steel structures of buildings and followed by the overview of selected substantial literature resources and current design codes provisions. The essential part of the paper is a presentation of results of experimental tests and advanced numerical analysis of members subjected to selected cases of transverse compression. Where possible, the results are compared with resistances obtained using provisions in currently valid design codes for steel structures. The influence of selected parameters on the resistance in transverse compression is quantified within the evaluation with specific attention paid to plate buckling of the web. Based on data obtained from the experimental and numerical investigations, the most notable findings are summarized.
Keywords
Column web; experimental analysis; numerical analysis; steel; transverse compression
Authors
BALÁZS, I.; PEŠEK, O.; HORÁČEK, M.; VILD, M.
Released
23. 7. 2024
Publisher
Elsevier
ISBN
1879-3223
Periodical
THIN-WALLED STRUCTURES
Year of study
203
Number
10
State
United Kingdom of Great Britain and Northern Ireland
Pages from
1
Pages to
25
Pages count
URL
https://www.sciencedirect.com/science/article/pii/S0263823124007080
Full text in the Digital Library
http://hdl.handle.net/11012/249388
BibTex
@article{BUT189231, author="Ivan {Balázs} and Ondřej {Pešek} and Martin {Horáček} and Martin {Vild}", title="Numerical and experimental verification of column web in transverse compression", journal="THIN-WALLED STRUCTURES", year="2024", volume="203", number="10", pages="1--25", doi="10.1016/j.tws.2024.112267", issn="1879-3223", url="https://www.sciencedirect.com/science/article/pii/S0263823124007080" }