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dc.contributor.authorSamofalov, Michail
dc.contributor.authorKutas, Remigijus
dc.contributor.authorKačianauskas, Rimantas
dc.date.accessioned2023-09-18T19:08:44Z
dc.date.available2023-09-18T19:08:44Z
dc.date.issued2004
dc.identifier.issn1392-124X
dc.identifier.other(BIS)VGT02-000007794
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/136002
dc.description.abstractComputational tools implementing the semi-analytical finite elements for the linear and stability analysis of thin-walled beams are considered. The proposed method presents two-stage discretisation, where the thin-walled cross section is approximated by the semi-analytical finite elements at the first stage, while conventional longitudinal finite element discretisation is performed at the second stage. The developed computational tools for the processor allow assembling of the global linear and geometric stiffness matrices and present them in a form as it is used in conventional finite element software. The proposed computational tools for pre- and post-processors enable to perform communication between the user and convention finite elements software. Solution examples illustrate the use software tools and the quality of the results.eng
dc.format.extentp. 32-43
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleComputational tools for semi-analytical finite element stability analysis of thin-walled structures
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dc.type.pubtypeS4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.subject.researchfieldT 007 - Informatikos inžinerija / Informatics engineering
dcterms.sourcetitleInformacinės technologijos ir valdymas
dc.description.issueNr. 1(30)
dc.publisher.nameTechnologija
dc.publisher.cityKaunas
dc.identifier.elaba3660931


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