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dc.contributor.authorTran, Dang-Bao
dc.date.accessioned2021-10-20T13:14:21Z
dc.date.available2021-10-20T13:14:21Z
dc.date.issued2021
dc.identifier.citationStavební obzor - Civil Engineering Journal. 2021, vol. 30, issue 2, p. 409-420.cs
dc.identifier.issn1210-4027
dc.identifier.issn1805-2576
dc.identifier.urihttp://hdl.handle.net/10084/145333
dc.description.abstractDetermining the shear stress of a structural element caused by torsion is a vital problem. The analytical solution of the Saint-Venant torsion is only suitable for simple cross-sections. The numerical methods to evaluate the shear stress due to torsion of complicated cross-sections is indispensable. Many scientists have studied the torsion problem with various numerical methods. This paper aims to present an efficient finite element method for assessing the shear stress with arbitrary cross-sections in homogeneous isotropic elastic material due to torsion. MATLAB is the language for programming the numerical method. The validation examples were performed to show the reliability and efficiency of the author's numerical method.cs
dc.language.isoencs
dc.publisherČVUT, Fakulta stavebnícs
dc.relation.ispartofseriesStavební obzor - Civil Engineering Journalcs
dc.relation.urihttps://doi.org/10.14311/CEJ.2021.02.0030cs
dc.rightsCopyright © 2021 Stavební obzor - Civil Engineering Journalcs
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/cs
dc.subjecttorsional shear stresscs
dc.subjectisoparametric eight-noded quadrilateral elementscs
dc.subjectSaint-Venant torsioncs
dc.subjectwarping functioncs
dc.titleTorsional shear stress with arbitrary cross-sections in homogeneous isotropic elastic material using finite element methodcs
dc.typearticlecs
dc.identifier.doi10.14311/CEJ.2021.02.0030
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume30cs
dc.description.issue2cs
dc.description.lastpage420cs
dc.description.firstpage409cs
dc.identifier.wos000679093600003


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Copyright © 2021 Stavební obzor - Civil Engineering Journal
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