Rodyti trumpą aprašą

dc.contributor.authorJaras, Arūnas
dc.contributor.authorKačianauskas, Rimantas
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)VGT02-000003287
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/130764
dc.description.abstractIn the present study, CPT is modelled by static elastic-plastic small strain finite element method (FEM) analysis of axi-symmetric problem. Undrained soil properties and Tresca yield criterion is used for determining cone resistance of clay. Sand is modelled by using drained soil properties and Mohr-Coulomb yield criterion. Cone penetration problem is formulated as a collapse load problem. Associated and non-associated flow rules were used for modelling. A number of numerical experiments were performed to determine rational size of discrete region. Received dimensions of region were used for further research.eng
dc.format.extentp. 34-41
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleThe investigation of load carrying capacity of elastic-plastic strain hardening bisteel i-section beams
dc.title.alternativeTampriai plastinių stiprėjančių biplienių dvitėjų sijų laikomosios galios tyrimas
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 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 1
dc.description.volumeVol. VIII
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3591691


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Rodyti trumpą aprašą