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dc.contributor.authorLeonavičius, Mindaugas Kazimieras
dc.contributor.authorKrenevičius, Algimantas
dc.contributor.authorStupak, Stanislav
dc.contributor.authorŠukšta, Marijonas
dc.date.accessioned2023-09-18T18:41:24Z
dc.date.available2023-09-18T18:41:24Z
dc.date.issued2002
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000003288
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/130766
dc.description.abstractThe calculation of the strength of important threaded joints is started by defining the minimum size of the cross-section of bolts (studs). Then the static and cyclic strength is tested. The studs of the demountable joints of nuclear power equipment are calculated in accordance with the norms of the Russian Federation and the ASME Code. The calculation methods coincide in essence, they are based on similar limit states; however, there also some differences exist. The authors investigate and compare both methods in their work. There is a brief analysis of calculation methods in the article. For closer definition of standards and their substantiation the authors used experimental and theoretical investigations performed at Laboratory of Strength Mechanics of Vilnius Gediminas Technical University. In order to develop a uniform cyclic strength and shakedown calculation procedure for critical threaded joints, a completely new calculation of a progressive profile change is recommended to be performed before the calculation of cyclic strength. The results have been used in the development of calculation standards for nuclear power equipment, in designing mineral grinding machines and evaluating their residual resource.eng
dc.formatPDF
dc.format.extentp. 42-48
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.source.urihttps://journals.vilniustech.lt/index.php/JCEM/article/view/9075/7919
dc.titlePeculiarities of calculating the cyclic strength of imortant threaded joints
dc.title.alternativeSvarbių srieginių jungčių ciklinio stiprumo skaičiavimo ypatumai
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dcterms.accessRightsThis work is licensed under a Creative Commons Attribution 4.0 International License.
dcterms.licenseCreative Commons – Attribution – 4.0 International
dcterms.references18
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 002 - Statybos inžinerija / Construction and engineering
dc.subject.enthreaded joints
dc.subject.enbolt
dc.subject.encyclic strength
dc.subject.enshakedown
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 1
dc.description.volumeVol. VIII
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi10.3846/13923730.2002.10531248
dc.identifier.elaba3591715


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