dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Ciesielczyk, Katarzyna | |
dc.contributor.author | Szumigała, Maciej | |
dc.contributor.author | Ścigałło, Jacek | |
dc.date.accessioned | 2025-04-30T10:55:48Z | |
dc.date.available | 2025-04-30T10:55:48Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157457 | |
dc.description.abstract | The problem of determining the effective flange width for reinforced concrete T-sections subjected to bending was presented in
the paper. The numerical analysis was performed in order to define an influence of parameters on the width value. Multi-span
reinforced concrete slabs monolithically connected with two-span concrete beams were considered in the analysis. Two material
models were used: elastic for concrete and plastic for reinforced concrete. | en_US |
dc.format.extent | 8 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/157277 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | en_US |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | en_US |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705817305532 | en_US |
dc.subject | effective flange width | en_US |
dc.subject | non-linear analysis | en_US |
dc.subject | numerical analysis | en_US |
dc.subject | relability of RC structures | en_US |
dc.title | The numerical analysis of the effective flange width in T-section reinforced concrete beams | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 6 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Poznan University of Technology | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 172 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2017.02.047 | en_US |