dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Olmedo, F. I. | |
dc.contributor.author | Valivonis, J. | |
dc.contributor.author | Cobo, A. | |
dc.date.accessioned | 2025-05-13T11:47:27Z | |
dc.date.available | 2025-05-13T11:47:27Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157549 | |
dc.description.abstract | There are fibres work at compression and fibres work at tension in elements under bending actions. Even more, could be fibres
which not work at all. This specific way of working leads since long time ago to the use of different materials inside a section or
a non-quadrangular more efficient. This is the case of the reinforced concrete (concrete working at compression and steel at
tensile) o the hallowed sections, T section or I section. It could take advantage of their mechanical characteristic using different
types of concretes. | 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 | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705817306343 | en_US |
dc.subject | Lightweight aggregate concrete | en_US |
dc.subject | multilayer beam | en_US |
dc.title | Experimental study of multilayer beams of lightweight concrete and normal concrete | 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 | 7 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Universidad Politécnica de Madrid (UPM) | en_US |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | en_US |
dc.contributor.institution | Vilnius Gediminas Technical University | 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.2017.02.128 | en_US |