dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Jonaitis, Bronius | |
dc.contributor.author | Zavalis, Robertas | |
dc.contributor.author | Oganian, Jurij | |
dc.date.accessioned | 2025-05-05T12:00:01Z | |
dc.date.available | 2025-05-05T12:00:01Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157494 | |
dc.description.abstract | For erecting brick buildings, lintels have long been decorative accents on facades. Since ancient times masonry
lintels have been applied: brick lintels, wedge-shaped and arched lintels. Brick lintels have the simplest structural
solution. Brick lintels have been used for openings up to 2 m long. Their structural solution is also rather simple.
Similar lintels are reinforced constructively applying to a wall thickness of 130 mm within the area of 0.2 cm2 of
reinforcement. Reinforcement is overlapped behind the wall and exceeds 250 mm. The main function of
reinforcement is to withstand the weight of the lower rows of bricks. A 20-30 mm thick layer of mortar protects
reinforcement from the impact of an aggressive environment. Recently, in many cases, prefabricated lintels of steel
or reinforced concrete are used. The expansion of the stock of masonry products has assisted in putting into use
blocks. | 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/S187770581730560X | en_US |
dc.subject | masonry | en_US |
dc.subject | brick lintel | en_US |
dc.subject | reinforced bed joint | en_US |
dc.title | Experimental investigation of the behaviour of brick lintels | 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 | 14 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.type.pubtype | K1a - Monografija / Monograph | en_US |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | en_US |
dc.contributor.institution | Vilnius Gediminas Technical University | en_US |
dc.contributor.institution | UAB “Bautopas” | 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.2017.02.054 | en_US |