Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/2485
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Trombeva Gavriloska, Ana | en_US |
dc.contributor.author | Lazarevska, Marijana | en_US |
dc.contributor.author | Cvetkovska, Meri | en_US |
dc.date.accessioned | 2019-07-16T00:55:23Z | - |
dc.date.available | 2019-07-16T00:55:23Z | - |
dc.date.issued | 2016-09 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.12188/2485 | - |
dc.description.abstract | A large number of existing RC structures, whether they have been built of concrete with usual compressive strength or of concrete with high compressive properties, exhibit non adequate performance in terms of diminished bearing capacity and there is a need of post strengthening during their service life. This paper presents numerical analysis of the influence of the compressive strength of the concrete on the performance of the CFRP strengthened RC beam. Analysis is performed for two characteristic cases: when the bond between concrete and external reinforcement is continuous along the length of the beam and when the bond is improper executed creating discontinuity zone between RC and CFRP plate. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Drustvo gradjevinskih konstruktera Srbije | en_US |
dc.subject | strengthening, concrete compressive strength, CFRP | en_US |
dc.title | INFLUENCE OF THE COMPRESSIVE STRENGTH OF THE CONCRETE ON CFRP STRENGTHENED RC BEAM | en_US |
dc.type | Proceeding article | en_US |
dc.relation.conference | ASES Symposium 2016 - Association of Structural Engineers of Serbia | en_US |
item.grantfulltext | open | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Faculty of Civil Engineering | - |
crisitem.author.dept | Faculty of Architecture | - |
crisitem.author.dept | Faculty of Civil Engineering | - |
Appears in Collections: | Faculty of Civil Engineering: Conference papers |
Files in This Item:
File | Description | Size | Format | |
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DGKS 2016-2.pdf | 1.08 MB | Adobe PDF | View/Open |
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