| Autor: |
Burchenya, Sofiya, Sobczak-Piąstka, Justyna |
| Předmět: |
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| Zdroj: |
AIP Conference Proceedings; 2019, Vol. 2077 Issue 1, p020010-1-020010-6, 6p, 1 Color Photograph, 3 Diagrams, 3 Charts, 2 Graphs |
| Abstrakt: |
The results of the bearing capacity and stress-strain behavior of bending complex steel concrete beams, reinforced with a steel cut and stretchy sheet and bar reinforcement, which is placed without a protective layer of concrete as well as with a protective layer of concrete, are provided and compared in the article. As a result of the conducted experiments, the reliability of the cut and stretchy sheet, as ribbon reinforcement, has been confirmed. From the beginning of loading and before destruction in any of the experimental samples, there were no violations of adhesion with concrete. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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