Shear strength of RC beams strengthened by FRCM system
| dc.citation.conference | Litteris et Artibus | |
| dc.contributor.affiliation | Lviv Polytechnic National University | uk_UA |
| dc.contributor.author | Vegera, Pavlo | |
| dc.contributor.author | Khmil, Roman | |
| dc.contributor.author | Blikharskiy, Zinoviy | |
| dc.coverage.country | UA | uk_UA |
| dc.coverage.placename | Lviv | uk_UA |
| dc.date.accessioned | 2018-03-07T12:49:09Z | |
| dc.date.available | 2018-03-07T12:49:09Z | |
| dc.date.issued | 2015 | |
| dc.description.abstract | In this article shear strength of strengthened and non-strengthened reinforced concrete (RC) beams are described. Beam was reinforced by FRCM system Ruredil XMesh Gold. There was using strengthening type called jacked – textile coated beam from all beam’s surfaces. Effect of strengthening inclined cross section is 24.1%. | uk_UA |
| dc.format.pages | 140-141 | |
| dc.identifier.citation | Vegera P. Shear strength of RC beams strengthened by FRCM system / Pavlo Vegera, Roman Khmil, Zinoviy Blikharskiy // Litteris et Artibus : proceedings of the 5th International youth science forum, November 26–28, 2015, Lviv, Ukraine / Lviv Polytechnic National University. – Lviv : Lviv Polytechnic Publishing House, 2015. – P. 140–141. – Bibliography: 1 title. | uk_UA |
| dc.identifier.uri | https://ena.lpnu.ua/handle/ntb/39571 | |
| dc.language.iso | en | uk_UA |
| dc.publisher | Lviv Polytechnic Publishing House | uk_UA |
| dc.relation.referencesen | [1] DBN B.2.6-98:2009 Betonni ta zalizobetonni kosntruktsii. Minrehionbud Ukrainy, Kyiv, 2011. [SBN B2.6-98:2009 Concrete and reinforced concrete construction. Ministry of Regional Development and Construction of Ukraine, Kyiv, 2011]. | uk_UA |
| dc.subject | shear strength | uk_UA |
| dc.subject | FRCM system | uk_UA |
| dc.subject | RC beam | uk_UA |
| dc.title | Shear strength of RC beams strengthened by FRCM system | uk_UA |
| dc.type | Conference Abstract | uk_UA |