Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/2544| 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.contributor.author | knezevic, Milos | en_US |
| dc.date.accessioned | 2019-08-24T00:47:17Z | - |
| dc.date.available | 2019-08-24T00:47:17Z | - |
| dc.date.issued | 2018-09 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/2544 | - |
| dc.description.abstract | A large number of existing RC structures exhibit non adequate performance in terms of diminished bearing capacity and there is a need of post strengthening during their service life. The aim of the presented work was to numerically assess the influence of the presence of discontinuous zone upon overall response of the CFRP strengthened RC beam. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Drustvo gradjevinskih konstruktera Srbija | en_US |
| dc.subject | bond stress distribution, CFRP | en_US |
| dc.title | Bond stress distribution along CFRP strengthened RC beam | en_US |
| dc.type | Proceeding article | en_US |
| item.grantfulltext | none | - |
| item.fulltext | No 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 | |
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