dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Vanagas, Egidijus | |
dc.contributor.author | Kliukas, Romualdas | |
dc.contributor.author | Lukoševičienė, Ona | |
dc.date.accessioned | 2025-05-15T07:51:21Z | |
dc.date.available | 2025-05-15T07:51:21Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157612 | |
dc.description.abstract | Circular cross section reinforced concrete columns are often used in structures of buildings, ports or bridges. Generally, for the
installment of these constructions metal/steel reinforcement is being used. Corrosion of steel reinforcement is the main and one of
the biggest problems reducing the durability of these structures and it is a reason of fragile disintegration of these structures. In
the current period, the composite reinforcement is an alternative material for the production of reinforced concrete structures the
mechanical characteristics of which are equal to or even better in comparison of the commonly used steel reinforcement
characteristics, including tensile strength and resistance to corrosion at the extremely aggressive environment. Due to the lack of
the researches, many design standards do not indicate or recommend the use of composite reinforcement in compressive elements
or flexural elements in compressed zones. This article analyzes the possibilities of the use of composite reinforcement in axially
crushed circular cross section columns. | en_US |
dc.format.extent | 7 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/S1877705817306495 | en_US |
dc.subject | circular cross section | en_US |
dc.subject | conrete columns | en_US |
dc.subject | FRP reinforcement | en_US |
dc.subject | Spirals | en_US |
dc.title | Strength of circular concrete columns reinforced with FRP bars and spirals | 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 | 11 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | en_US |
dc.contributor.institution | Vilnius Gediminas Technical University | en_US |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | 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.2017.02.143 | en_US |