dc.contributor.author | Kačianauskas, Rimantas | |
dc.contributor.author | Jaras, Arūnas | |
dc.date.accessioned | 2023-09-18T18:44:21Z | |
dc.date.available | 2023-09-18T18:44:21Z | |
dc.date.issued | 2002 | |
dc.identifier.other | (BIS)VGT02-000003850 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/131256 | |
dc.description.abstract | The main aim of this paper is the development and verification of the explicit analytical model suitable for describing elastic-plastic simply supported I-section bisteel beams subjected to uniformly distributed quasistatic load. A particular case of perfect-plasticity has been already presented , while this report is mainly focused on general case, including isotropic hardening. | eng |
dc.format.extent | p. 127-128 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.title | Capacity and stiffness analysis of bisteel I-section beams | |
dc.type | Kitos konferencijų pranešimų santraukos / Other conference presentation abstracts | |
dc.type.pubtype | T3 - Kitos konferencijos pranešimo tezės / Other conference presentation abstracts | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.faculty | Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dcterms.sourcetitle | 34th Solid Mechanics Conference : Zakopane, September 2-7, 2002 : volume of abstracts | |
dc.publisher.city | Zakopane | |
dc.identifier.elaba | 3601475 | |