Numerical and experimental verification of column web in transverse compression

Simple item page
dc.contributor.authorBalázs, Ivancs
dc.contributor.authorPešek, Ondřejcs
dc.contributor.authorHoráček, Martincs
dc.contributor.authorVild, Martincs
dc.coverage.issue10cs
dc.coverage.volume203cs
dc.date.issued2024-07-23cs
dc.description.abstractThis 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.en
dc.description.abstractThis 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.en
dc.formattextcs
dc.format.extent1-25cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationTHIN-WALLED STRUCTURES. 2024, vol. 203, issue 10, p. 1-25.en
dc.identifier.doi10.1016/j.tws.2024.112267cs
dc.identifier.issn0263-8231cs
dc.identifier.orcid0000-0003-0602-5914cs
dc.identifier.orcid0000-0002-6595-4337cs
dc.identifier.orcid0000-0002-6053-2127cs
dc.identifier.orcid0000-0002-2327-3162cs
dc.identifier.other189231cs
dc.identifier.researcheridAAE-2003-2019cs
dc.identifier.researcheridAAE-2765-2019cs
dc.identifier.researcheridAAE-1675-2019cs
dc.identifier.scopus56349151500cs
dc.identifier.scopus36504679300cs
dc.identifier.scopus57201283032cs
dc.identifier.scopus56188615700cs
dc.identifier.urihttp://hdl.handle.net/11012/249388
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofTHIN-WALLED STRUCTUREScs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S0263823124007080cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/0263-8231/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectColumn weben
dc.subjectexperimental analysisen
dc.subjectnumerical analysisen
dc.subjectsteelen
dc.subjecttransverse compressionen
dc.subjectColumn web
dc.subjectexperimental analysis
dc.subjectnumerical analysis
dc.subjectsteel
dc.subjecttransverse compression
dc.titleNumerical and experimental verification of column web in transverse compressionen
dc.title.alternativeNumerical and experimental verification of column web in transverse compressionen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-189231en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:38en
sync.item.modts2025.10.14 10:22:39en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
1s2.0S0263823124007080main.pdf
Size:
11.26 MB
Format:
Adobe Portable Document Format
Description:
file 1s2.0S0263823124007080main.pdf
Download
Collections
Ústav kovových a dřevěných konstrukcí