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dc.contributor.authorAl Ali, Mohamad
dc.contributor.authorTomko, Michal
dc.date.accessioned2016-09-27T05:57:47Z
dc.date.available2016-09-27T05:57:47Z
dc.date.issued2015
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 1-10 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112048
dc.description.abstractLocal stability requirements related to unfavorable buckling effects of compressed parts of cold-formed profiles are highly significant. Favorable effects related to their post-critical behavior are also important. The paper deals with resistance of these type of members, taking into account the influence of initial imperfections with regard to the thicknesses of their webs. The paper also presents information about experimental and theoretical-numerical research to determine the resistance of cold-formed compressed steel members with closed cross-sections. Obtained results are very extensive; therefore the paper presents results of part of tested and analyzed member.cs
dc.format.extent1531482 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.subjectcold-formedcs
dc.subjectinitial imperfectionscs
dc.subjectpost-critical behaviorcs
dc.subject3D modelingcs
dc.titleInfluence of the initial imperfections with regard to the webs thicknesses of cold-formed compressed steel memberscs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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