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Numerical Method for Saint -Venant Torsion Problem with Arbitrary Cross-Sections

dc.contributor.authorTran, Dang-Bao
dc.contributor.authorNavrátil, Jaroslav
dc.contributor.authorČermák, Martin
dc.date.accessioned2021-02-17T07:50:41Z
dc.date.available2021-02-17T07:50:41Z
dc.date.issued2020
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2020, roč. 20, č. 2, s. 40-46 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/142841
dc.description.abstractA numerical method solving the Saint-Venant torsion problem with arbitrary cross-sections was derived by Gruttmann in 1999. The numerical method is validated by analyzing two examples with two mesh types: uniform and non-uniform; excellent accuracy was obtained compared to analytical solutions. Further, the comparison between three elements: LINQUAD, QUAD8NOD, and QUAD9NOD to choose the appropriate element for the numerical method was performed. The conclusion drawn is that our numerical method with QUAD8NOD and QUAD9NOD elements is suitable for Saint-Venant torsion problem.cs
dc.languageNeuvedenocs
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttp://tces.vsb.cz/Home/ArticleDetail/508
dc.rights© Vysoká škola báňská - Technická univerzita Ostrava
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectGruttmann shear stresscs
dc.subjectSaint-Venant torsioncs
dc.subjectquadrilateral element typecs
dc.titleNumerical Method for Saint -Venant Torsion Problem with Arbitrary Cross-Sectionscs
dc.typearticlecs
dc.description.placeofpublicationOstravacs
dc.identifier.doi10.35181/tces-2020-0016
dc.rights.accessopenAccess
dc.type.versionpublishedVersion
dc.type.statusPeer-reviewed


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