Study of bond strength of steel bars in basalt fibre reinforced high performance concrete
Artykuł w czasopiśmie
MNiSW
70
Lista 2021
| Status: | |
| Autorzy: | Smarzewski Piotr |
| Dyscypliny: | |
| Aby zobaczyć szczegóły należy się zalogować. | |
| Rok wydania: | 2020 |
| Wersja dokumentu: | Drukowana | Elektroniczna |
| Język: | angielski |
| Wolumen/Tom: | 10 |
| Numer artykułu: | 436 |
| Strony: | 1 - 14 |
| Impact Factor: | 2,589 |
| Web of Science® Times Cited: | 10 |
| Scopus® Cytowania: | 12 |
| Bazy: | Web of Science | Scopus | Chemical Abstracts (ACS) | Current Contents - Physical | Chemical & Earth Sciences (Clarivate Analytics) | DOAJ | Genamics JournalSec | JCR / Science Edition |
| Efekt badań statutowych | NIE |
| Finansowanie: | This research was supported financially by the Polish Ministry of Science and Higher Education within statutory research project no. FN15/ILT/2020. |
| Materiał konferencyjny: | NIE |
| Publikacja OA: | TAK |
| Licencja: | |
| Sposób udostępnienia: | Otwarte czasopismo |
| Wersja tekstu: | Ostateczna wersja opublikowana |
| Czas opublikowania: | W momencie opublikowania |
| Data opublikowania w OA: | 29 maja 2020 |
| Abstrakty: | angielski |
| The paper presents the study on bond behaviour of steel bars. It reports the research conducted on local bond strength of short length specimens in high performance concrete (HPC) and basalt fibre reinforced high performance concrete (BFRHPC). In this study, the basalt fibre volume content, concrete cover, bar diameter and rib geometry are the main parameters. Further important factors are the directions of the casting and loading. Determining the effect of aforementioned main parameters on the bond strength in test series is required, in order to design reinforced HPC structures. The study of local bond strength in HPC and BFRHPC with five different basalt fibre fractions included tests of seventy-two short length specimens, using two concrete cover and two diameters of steel bars with different rib face angles. For different ranges of BFRHPC strength, relationships for bond strength with respect to the splitting tensile strength were obtained. The bond strength increased with the splitting tensile strength and compressive strength of BFRHPC specimens with the 12 mm and 16 mm bar respectively. The bond strength of BFRHPC was lower for the bar with the greater distances between the lugs on the bar |
