DC FieldValueLanguage
dc.contributor.authorAminbaghai, Mehdi-
dc.contributor.authorMurin, Justin-
dc.contributor.authorBalduzzi, Giuseppe-
dc.contributor.authorHrabovsky, Juraj-
dc.contributor.authorHochreiner, Georg-
dc.contributor.authorMang, Herbert A.-
dc.date.accessioned2020-06-27T17:49:33Z-
dc.date.issued2017-
dc.identifier.issn0141-0296-
dc.identifier.urihttps://resolver.obvsg.at/urn:nbn:at:at-ubtuw:3-8150-
dc.identifier.urihttp://hdl.handle.net/20.500.12708/766-
dc.descriptionThe final publication is available via <a href="https://doi.org/10.1016/j.engstruct.2017.06.023" target="_blank">https://doi.org/10.1016/j.engstruct.2017.06.023</a>.-
dc.description.abstractIn this paper, the influence of the variable axial force and of the Secondary Torsion-Moment Deformation-Effect (STMDE) on the deformations of beams due to torsional warping is investigated. The investigation is based on the second-order torsional warping theory of doubly symmetric beams with thin-walled open or closed cross-sections. The effect of the axial force on the torsional stiffness of thinwalled beams is considered according to the second-order torsional warping theory. The solutions of the underlying differential equations are used for setting up the relations, needed for application of the transfer matrix method. They are derived, considering both static and dynamic action. This enables stablishing the local element matrix of the twisted beam in the framework of the Finite Element Method (FEM). The numerical investigation comprises static and modal analyses of thinwalled beams with I cross-sections and rectangular hollow cross-sections. The results are compared with results obtained by the FEM, using solid and beam elements available in standard software.en
dc.description.sponsorshipAustrian Science Funds (FWF)-
dc.description.sponsorshipSlovak Grant Agencies VEGA-
dc.languageEnglish-
dc.language.isoen-
dc.publisherElsevier-
dc.relation.ispartofEngineering Structures-
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/deed.de-
dc.subjectSecond-order Torsional warping theoryen
dc.subjectWarping torsional eigenvibrationsen
dc.subjectSecondary torsion-moment deformation-effecten
dc.subjectTransfer matrixen
dc.subjectElement matrices in the framework of the Finite Element Methoden
dc.subjectBeams with thin-walled closed and open cross-sectionsen
dc.titleSecond-order torsional warping theory considering the secondary torsion-moment deformation-effecten
dc.typeArticleen
dc.typeArtikelde
dc.relation.grantnoM 2009-N32-
dc.relation.grantno1/0453/15-
dc.relation.grantnoAPVV-0246-12-
dc.rights.holder2017 Elsevier-
dc.type.categoryResearch Articleen
dc.type.categoryForschungsartikelde
tuw.peerreviewedfalse-
tuw.versionam-
dcterms.isPartOf.titleEngineering Structures-
tuw.publication.orgunitE202 - Institut für Mechanik der Werkstoffe und Strukturen-
tuw.publisher.doi10.1016/j.engstruct.2017.06.023-
dc.identifier.libraryidAC15543801-
dc.identifier.urnurn:nbn:at:at-ubtuw:3-8150-
dc.rights.identifierCC-BY-NC-ND-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.openairetypeArtikel-
item.grantfulltextopen-
item.openaccessfulltextOpen Access-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.cerifentitytypePublications-
item.fulltextwith Fulltext-
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