Strengthening under Load: Numerical Study of Flexural Buckling of Columns

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dc.contributor.authorVild, Martincs
dc.contributor.authorBajer, Miroslavcs
dc.coverage.issue1cs
dc.coverage.volume190cs
dc.date.accessioned2020-08-04T11:01:47Z
dc.date.available2020-08-04T11:01:47Z
dc.date.issued2017-06-03cs
dc.description.abstractThe paper refers to the strengthening of doubly symmetric columns under load by welded plates. A validated numerical study containing more than 500 models was performed to question the currently used design procedures. These procedures are not unified but vary greatly in different countries. The overly conservative design approach used in the Czech Republic contrasts with the approach completely neglecting the effect of preload commonly used in the USA. The effect of various parameters on the flexural buckling resistance of columns strengthened under load was investigated. The selected parameters were the thickness of the strengthening flange, the column length, the initial bow imperfection, the preload magnitude and the direction of the axis which is pinned while the other axis is fixed. Several conclusions were reached from provided results and a simple analytical method is proposed. The load under which the column is strengthened weakens the column but only slightly.en
dc.formattextcs
dc.format.extent118-125cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2017, vol. 190, issue 1, p. 118-125.en
dc.identifier.doi10.1016/j.proeng.2017.05.316cs
dc.identifier.issn1877-7058cs
dc.identifier.other136600cs
dc.identifier.urihttp://hdl.handle.net/11012/69334
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://dx.doi.org/10.1016/j.proeng.2017.05.316cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectColumnen
dc.subjectexperimenten
dc.subjectfinite element analysisen
dc.subjectparametric studyen
dc.subjectsteelen
dc.subjectstrengthening under loaden
dc.titleStrengthening under Load: Numerical Study of Flexural Buckling of Columnsen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-136600en
sync.item.dbtypeVAVen
sync.item.insts2021.11.22 12:54:43en
sync.item.modts2021.11.22 12:25:04en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
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