Biegeverstärkung mit Carbonbeton: Neue Carbonbewehrung im Anwendungstest
Research output: Contribution to journal › Research article › Contributed › peer-review
Contributors
Abstract
The flexural strengthening of reinforced concrete structures with carbon reinforced concrete has already been extensively investigated in the past and successfully applied in practice several times. Since 2014, there has also been a German general building approval (Z-31.10-182) for the strengthening of reinforced concrete with textile reinforced concrete. However, the carbon reinforcements have developed further in recent years, which is why the transferability of the known findings to two current carbon fabrics with different impregnations was investigated within the scope of the project "C-3- Carbon Concrete Composite". For this purpose, an extensive test program with a total of 18 large component tests was carried out at TU Dresden. The results obtained are presented and discussed in this article.
Details
Original language | German |
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Pages (from-to) | 758-767 |
Number of pages | 10 |
Journal | Beton- und Stahlbetonbau |
Volume | 115 |
Issue number | 10 |
Publication status | Published - 20 Jul 2020 |
Peer-reviewed | Yes |
External IDs
Scopus | 85088149365 |
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ORCID | /0000-0002-1596-7164/work/142255506 |
Keywords
Keywords
- carbon reinforced concrete, flexural strengthening, component testing, DESIGN, BRIDGE, REPAIR